HomeMy WebLinkAbout20202362.tiffRESOLUTION
RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT
ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS,
AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF -SITE COLLATERAL FOR USE BY
SPECIAL REVIEW PERMIT, USR18-0065 - WASTE MANAGEMENT DISPOSAL
SERVICES OF COLORADO, INC.
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to
Colorado statute and the Weld County Home Rule Charter, is vested with the authority of
administering the affairs of Weld County, Colorado, and
WHEREAS, on September 18, 2019, the Weld County Board of Commissioners approved
the application of Waste Management Disposal Services of Colorado, Inc., 40000 CR 25, Ault,
Colorado 80610, for a Site Specific Development Plan and Use by Special Review Permit,
USR18-0065, for Solid Waste Disposal Site and Facilities, pursuant to Colorado State Statute
and as defined and regulated by Colorado Department of Public Health and Environment, and
continued use of existing facilities: site access, shop, office, scale, scale house, flare, and solid
waste management of recyclable commodities, et cetera, associated with USR-895, in the
A (Agricultural) Zone District, on the following described real estate, being more particularly
described as follows:
Part of the E1/2 of Section 7 and Lot B of Recorded
Exemption, RECX17-0150; being part of the NW1/4
of Section 7, Township 7 North, Range 66 West of
the 6th P.M., Weld County, Colorado
WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented
with an Improvements Agreement According to Policy Regarding Collateral for Improvements
between the County of Weld, State of Colorado, by and through the Board of County
Commissioners of Weld County, and Waste Management Disposal Services of Colorado, Inc.,
with further terms and conditions being as stated in said agreement, and
WHEREAS, the Board has been presented with Performance Bond #LICX1197283 from
Lexon Insurance Company, in the amount of $623,247.39, and
WHEREAS, after review, the Board deems it advisable to approve said agreement and
accept said Performance Bond as stated above, copies of which are attached hereto and
incorporated herein by reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of
Weld County, Colorado, that the Improvements Agreement According to Policy Regarding
Collateral for Improvements between the County of Weld, State of Colorado, by and through the
Board of County Commissioners of Weld County, and Waste Management Disposal Services of
Colorado, Inc., be, and hereby is, approved.
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2020-2362
PL2705
IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT - WASTE MANAGEMENT
DISPOSAL SERVICES OF COLORADO, INC. - USR18-0065
PAGE 2
BE IT FURTHER RESOLVED that Performance Bond #LICX1197283 from Lexon
Insurance Company, in the amount of $623,247.39, be and hereby is, accepted.
BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized
to sign said agreement.
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 3rd day of August, A.D., 2020.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: ditA,A) �•i�
Weld County Clerk to the Board
County Attorney
Date of signature: QJo7/2O
Mike Freeman, Chair
Steve )(/loreno,-Tem
2020-2362
PL2705
BOARD OF COUNTY COMMISSIONERS
PASS -AROUND REVIEW/Regular or Consent Hearing Agenda REQUEST
RE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for:
Waste Management Disposal Services of Colorado, Inc. — USRI 8-0065
DEPARTMENT: Public Works DATE: July 27, 2020
PERSON REQUESTING: Jazmyn Trujillo -Martinez
Brief description of the issue:
The Department of Public Works received a request from the applicant, Waste Management Disposal Services of
Colorado, Inc., requesting that the Board of County Commissioners consider approving the Improvements and
Road Maintenance Agreement for (USR18-0065). Collateral is required with this agreement and has been
provided in the form of a Performance Bond ftLICX1197283, in the amount of $623,247.39, and issued by Lexon
Insurance Company.
WeldCounty Public Works, Planning Services and the County Attorney's Office have reviewed the
above -mentioned signed original document and observed the following:
• All Public Works related items, of the "Improvements & Road Maintenance Agreement According To
Policy Regarding Collateral For Improvements", are found to be acceptable.
• This Agreement complies with the terms of the Use by Special Review Permit Resolution, as signed by
the Board of County Commissioners.
What options exist for the Board?
1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda.
2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda.
Recommendation:
Option 2. The Departments of Public Works, Planning Services and the County Attorney's Office are
recommending approval of the Improvements & Road Maintenance Agreement According To Policy Regarding
Collateral For Improvements for USR18-0065, and that this item be placed on the next regularly scheduled BOCC
Hearing, as part of the Regular Agenda.
Approve Schedule as Regular
Recommendation $OCC Hearing Itent Other/Comments
Mike Freeman, Chair
Scott K. James
Barbara Kirkmeyer
Steve Moreno, Pro -Tern
Kevin D. Ross
2020-2362
Pi_a70.5
PERFORMANCE BOND
BOND NO LICX1197283
KNOW ALL MEN BY THESE PRESENTS, that we, Waste Management Disposal Services of Colorado, Inc.,
40000 County Road 25, Ault, CO 80610, (hereinafter called the "Principal"), as Principal, and the Lexon
Insurance Company, (hereinafter called the "Surety"), as Surety, are held and firmly bound unto Board of County
Commissioners of Weld County, Colorado, 1150 O Street, Greeley, CO 80631, (hereinafter called the
"Obligee"), as Obligee, in the sum of Six Hundred Twenty -Three Thousand Two Hundred Forty -Seven and
39/100 $623,247.39, for the payment of which sum well and truly to be made, we the said Principal and the said
Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WHEREAS, the Principal has entered into a (written) agreement (hereinafter called the "Agreement") with the Obligee
for Improvements & Road Maintenance Agreement Associated with Weld County USR18-0065 for County
Road 25, which Agreement is hereby referred to and made a part hereof as if fully set forth herein;
NOW THEREFORE, the condition of this obligation is such that if the Principal shall well and truly keep all the terms
and conditions as outlined in said Agreement then this obligation shall be null and void; otherwise to remain in full
force and effect.
PROVIDED, HOWEVER, this bond is executed by the Surety and accepted by the Obligee subject to the following
conditions:
1. No assignment of this bond shall be effective without the written consent of the Surety.
2. This obligation may be terminated by the Surety by sixty (60) days advance written notice to the Obligee, such
notice to be sent by registered mail. Such termination shall not affect liability incurred under this obligation prior
to the effective date of such termination.
3. PROVIDED, HOWEVER, it shall be a condition precedent to any right of recovery hereunder that, in the event of
any breach of the Agreement on the part of the Principal, a written statement of the particular facts stating the
nature of such breach shall be given as soon as reasonably possible by the Obligee to the Surety and the Surety
shall not be obligated to perform Principal's obligation until thirty (30) days after Surety's receipt of such
statement. Obligee shall further be authorized to recovery hereunder if, after receipt of notice of termination as
described herein, Principal fails or refuses to provide a replacement bond or other alternative collateral
acceptable to Obligee within thirty (30) days.
4. No action, suit or proceeding shall be had or maintained against the Surety on this bond unless the same be
brought or instituted within sixty (60) days after the termination of release of this bond.
5. Under no circumstances shall the aggregate liability of the Surety exceed the penal sum above stated.
6. This bond shall be effective from July 22, 2020 to July 21, 2023, and shall automatically renew for successive
one year periods unless released by Obligee or otherwise terminated by Surety in accordance with the terms
stated herein.
IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be executed and their seals
affixed this 22nd day of July, 2020.
Waste Management Disposal Services of Colorado, Inc.
(Principal)
By:
Susan Ritter, Attorney -in -Fact
Lexon Insurance Company
(Surety)
Theresa Pickerrell, Attorney -in -Fact
POWER OF ATTORNEY
KNOWN ALL MEN BY THESE PRESENTS that Waste Management, Inc. and each
of its direct and indirect majority owned subsidiaries (the "WM Entities"), have constituted and
appointed and do hereby appoint Theresa Pickerrell, Sandra L. Fusinetti, and Susan Ritter of
Acrisure, LLC DBA Smith Manus, each its true and lawful Attorney -in -fact to execute under such
designation in its name, to affix the corporate seal approved by the WM Entities for such
purpose, and to deliver for and on its behalf as surety thereon or otherwise, bonds of any of the
following classes, to wit:
1. Surety bonds to the United States of America or any agency thereof, and lease and
miscellaneous surety bonds required or permitted under the laws, ordinances or
regulations of any State, City, Town, Village, Board or any other body or
organization, public or private.
2. Bonds on behalf of WM Entities in connection with bids, proposals or contracts.
The foregoing powers granted by the WM Entities shall be subject to and conditional upon the
written direction of a duly appointed officer of the applicable WM Entity (or any designee of any
such officer) to execute and deliver any such bonds.
The signatures and attestations of such Attorneys -in -fact and the seal of the WM Entity may be
affixed to any such bond, policy or to any certificate relating thereto by facsimile and any such
bond, policy or certificate bearing such facsimile signatures or facsimile seal shall be valid and
binding upon the applicable WM Entity when so affixed.
IN WITNESS WHEREOF, the WM Entities have caused these presents to be signed by
the Vice President and Treasurer and its corporate seal to be hereto affixed. This power of
attorney is in effect as of J IA L as . 2020.
Witness:
On behalf of Waste Management, Inc. and
each of the other WM Entities
David Reed
Vice President and Treasurer
SOMPO INTERNATIONAL
INSURANCE
11078
POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation, Endurance American Insurance Company, a Delaware
corporation, Lexon Insurance Company, a Texas corporation, and/or Bond Safeguard Insurance Company, a South Dakota corporation, each, a "Company" and
collectively, "Sompo International," do hereby constitute and appoint: Brook T. Smith, Raymond M. Hundley, Jason D. Cromwell, James H. Martin, Barbara Duncan,
Sandra L. Fusinetti, Mark A. Guidry, Jill Kemp, Lynnette Long, Amy Bowers, Deborah Neichter, Theresa Pickerrell, Sheryon Quinn, Beth Frymire, Leigh McCarthy,
Michael Dix, Susan Ritter, Ryan Britt as true and lawful Attorney(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and
undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating
to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the
penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,000.00).
Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if
signed by the President of the Company under its corporate seal attested by its Corporate Secretary.
This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the 15th
day of June, 2019, a copy of which appears below under the heading entitled "Certificate".
This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by
unanimous written consent effective the 15th day of June, 2019 and said resolution has not since been revoked, amended or repealed:
RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto
by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect
to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 15th day of
June, 2019.
Endurance Assurance Corporatiop,
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Richard Appel;, Vdli,&,kniorCounsel
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Endurance American ,,... Lexon Insurance Company
In ura cy�
By.
Richard AppeI,SWP'&,,, eniorCounsel
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WAR y , DELAE .'a
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u,,,,,,,,,•,"a ACKNOWLEDGEMENT
By:
Ric hard and Appel; S ;; Seni
Bond Safeguard
In ura r)ce„Corppa
By: r I
Richard Appeli,,SVP• &, enioourfsel
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14 SOUTH � n?
DAKOTA ;O=
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COMPANY .
On this 15th day of June, 2019, before me, personally came the above signatories known to me, who being duly sworn, did depose and say that heittley14.httofpcer of each
of the Companies; and that he executed said instrument on behalf of each Company by authority of his offi _under th by4ws of each Company; ,,,,,,�°R
sWE •
a
TEMESSIE
NOTA
RY
By:
CERTIFICATE
Amy aylor, Not. 'Public E My CommissiBn Expires 5/9/23,'
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:
1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revokes( amended or modified;
that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of
attorney and of the whole thereof,
2. The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15, 2019 and said resolutions
have not since been revoked, amended or modified:
"RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds,
undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, BRIAN J. BEGGS, CHRISTOPHER DONELAN, SHARON L. SIMS,
CHRISTOPHER L. SPARRO, MARIANNE L. WILBERT
; and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds,
undertakings or obligations in surety or co -surety for and on behalf of the Company."
3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this Aart4 day of .. 120aO
By:
Danie S. •Tie,' etary
NOTICE: U. S. TREASURY DEPARTMENTS OFFICE OF FOREIGN ASSETS CONTROL (OFAC)
No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning
possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully.
The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and listed
numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located
on the United States Treasury's website — https://www.treasury.00v/resource-center/sanctions/SDN-List.
In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially
Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately
subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without
authorization from OFAC. Other imitations on the premiums and payments may also apply.
Any reproductions are void.
Surety Claims Submission: LexonClaimAdministration(aasomoo-intl.com
Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870
IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO
POLICY REGARDING COLLATERAL FOR IMPROVEMENTS
Waste Management Disposal Services of Colorado, Inc. — USR18-0065
2drd
THIS AGREEMENT is made this day of U V L V , 2020, by and between Waste
Management Disposal Services of Colorado, Inc., a corporation organized under the laws of the State of
Colorado, whose address is 40000 County Road 25, Ault, Colorado, 80610, hereinafter referred to as
"Property Owner," authorized to do business in the State of Colorado, and the County of Weld, a body
corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose
address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred to as "County", "BOCC",
"Board" and/or "Board of Commissioners"
WITNESSETH:
WHEREAS, Property Owner is the owner of the following described property in the County of
Weld, Colorado:
Part of the E1/2 of Section 7 and Lot B of Recorded
Exemption, RECX17-0150; being part of the NW1/4 of
Section 7, Township 7 North, Range 66 West of the 6th
P.M., Weld County, Colorado
hereinafter referred to as "the Property," and
WHEREAS, Property Owner has received Board of County Commissioner approval of
USR18-0065, and
WHEREAS, Property Owner acknowledges that the fmal approval of USR18-0065 is conditional
upon Property Owner's funding and/or construction of the off -site improvements and road maintenance
described in this Agreement and depicted in the following incorporated exhibits:
Exhibit A — Off -Site Costs of Construction
Exhibit B — Off -Site Construction Schedule
Exhibit C — 30% Construction Plans
Exhibit C-1 — 100% Released for Construction (RFC), to be attached pursuant to Part I, A.3.0, below
Exhibit D — Plat Map, and
WHEREAS, Property Owner acknowledges they may not operate as described in USR18-0065
until said improvements have been completed and accepted by County, and
WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code
Sec. 23-2-290, the failure to commence construction of the improvements outlined herein within three (3)
years of the approval of USR18-0065 may result in the revocation or suspension of USR18-0065, upon
consideration and order of the Board of County Commissioners, and
WHEREAS, the parties agree that the Property Owner shall provide collateral for off -site
improvements as required by this Agreement when the Board of County Commissioners approves this
Agreement.
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Carly Koppes, Clerk and Recorder, Weld County, CO
ilL19204CWINIA II Ill II
02 Duo 02 3 4,2
NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants
contained herein, the parties hereto promise, covenant and agree as follows:
PART I: SITE SPECIFIC PROVISIONS
A. Off -Site Improvements (as required by the BOCC): The Property Owner shall be responsible
for the construction of certain off -site safety improvements as identified in the USR hearing Resolution,
which may include, but are not limited to: construction of adequate turning radii of sixty (60) feet at the
main entrances and exits which extend into County road Rights -of -Way (ROW) connecting to the County
road system, and off -site drainage and signage installations, as indicated on the accepted Exhibit D and
Exhibit C, as required. On -Site improvements that create more run-off than the historical amount may
require off -site drainage improvements to roads and ROW. Any approved access point(s) improvements
will include standard County approved tracking control, and may include a double cattle guard set (one
right after the other), placed back to back across the entire width of the exit from the Property , to ensure a
complete revolution of the truck tires in order to minimize the tracking of mud and debris onto the adjacent
County road.
Additional Off -Site Improvements to be constructed by the Property Owner prior to operation are:
1) Design and construct a northbound right-hand auxiliary turn lane on Weld County Road
25 matching the County specified cross section. Cross Section of base and pavement shall
be structurally sufficient to handle the increase of truck traffic from the development and
reduce rutting over time.
2) Design and construct a southbound right-hand auxiliary lane on Weld County Road 25 at
State Highway 14 meeting the Weld County Code specifications and CDOT specifications
for Road and Bridge Construction.
3) Design and construct a southbound left-hand auxiliary lane on Weld County Road 25 at
State Highway 14 meeting the Weld County Code specifications and CDOT specifications
for Road and Bridge Construction.
4) Outbound lane of the approved site access shall be reconstructed to meet Weld County
Road 25 perpendicularly at an 80- to 100- degree angle in order to allow trucks to enter
Weld County Road 25 as safely as possible.
1.0 Road Improvements Responsibilities. Property Owner is solely responsible for the required off -site
designated improvements. These responsibilities may include but are not limited to the following: design,
surveys, utility locates/relocated, acquisition of ROW, dedication of ROW, ROW and Access Permits and
fees, coordination with oil and gas operators and facilities, county facilities and affected irrigation facilities,
and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable
regulations issued by OSHA, CDOT, CDPHE, and other federal, state, or county regulatory agencies.
2.0 Cost of Construction Exhibit. The cost of construction estimates ("Engineer's Estimate") identified
as Exhibit A shall be submitted. The Engineer's Estimate shall include an additional 20% to account for
the changes that may be required from Exhibit C to Exhibit C-1. The Property Owner shall detail the costs
used in determining the collateral requirement for the off -site improvements related to the development. A
registered Colorado Engineer must sign and stamp the construction cost; Exhibit A. If more than three (3)
years have passed since the last construction cost estimate was provided, the Property Owner shall provide
an updated construction cost estimate prior to the start of construction.
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Carly Koppes, Clerk and Recorder, Weld County, CO
VIII
3.0 Construction Schedule Exhibit. Exhibit B shall be provided by the Property Owner indicating the
construction schedule for off -site improvements, including an anticipated completion date. Property Owner
shall not commence construction of any improvements, record plat, or receive any permitting prior to
approval of the of this Agreement. Exhibit C, attached hereto, is the 30% Construction Plans. Property
Owner shall submit for review, comment, and approval by the Department of Public Works, 60% plans,
90% plans. and 100% plans. Property Owner shall address all concerns and incorporate all requirements
from the fmal comments. Once approved by all parties, the 100% Released for Construction (RFC) plans
shall be incorporated automatically herein as Exhibit C-1, which shall replace Exhibit C in its entirety.
Exhibit C-1 shall be provided by the Property Owner and indicating the receipt of the appropriate Grading
Permit, Access Permit, and/or ROW Permit, if applicable. Property Owner shall substantially complete all
improvements in accordance with Exhibit B in order to request the warranty period to begin. In the event
that the construction schedule is more than fourteen (14) calendar days behind the schedule set forth in
Exhibit B, the Property Owner shall submit a revised construction schedule.
4.0 Off -site Improvements Collateral. As required, collateral is accepted and released by the Board of
County Commissioners pursuant to the Weld County Code. Additional information about collateral is
outlined in Part II.B of this Agreement.
5.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of
collateral is submitted or once the Property Owner has completed improvements as described in Part ILB,
Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built
drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered
Professional Land Surveyor or Professional Engineer.
B. Haul Routes: The Property Owner shall be financially responsible for its proportional share of the
associated costs for maintaining and/or improving designated haul/travel routes ("Proportional Share").
1.0 Haul Routes. The following roads are designated as haul/travel routes for the Property:
1) From site access point south on County Road 25 to State Highway 14.
2.0 Haul trucks shall enter and exit the site at the approved access on CR 25 and travel north -south to
the nearest paved road for further dispersal. Any County roads used by USR18-0065 traffic may become
part of the established haul/travel routes.
3.0 Weight Limits. No travel vehicles may exceed CDOT required specifications for pounds -per -axle
and axle configurations, unless overweight permits have been applied for and granted.
4.0 Temporary Deviations. In unusual or rare occasions, if projects mandate deviation from the above -
mentioned haul/travel route for a limited period (six months or less), the Weld County Department of Public
Works may authorize, in writing, the deviation. In that circumstance, haul/travel vehicles will utilize paved
County roads whenever possible. A deviation from the established haul/travel route lasting more than six
(6) months, or requests for one (1) or more deviations within a twelve (12) -month period shall authorize
the County to change the haul/travel routes designated herein, and provide notice to the Property Owner.
5.0 Haul Route Signage. Property Owner shall install travel route signs, if applicable, as per Manual
of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen
by drivers leaving the facility and which clearly depict County approved travel routes.
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6.0 No Deviation from Permitted Haul Routes. Except as authorized by the BOCC pursuant to this
Agreement, no use of any roads other than those specifically authorized for use in this Agreement is
permitted without the prior written amendment of this Agreement.
C. Maintenance Requirements:
1.0 Off -site recurring maintenance, if applicable, as required by the Board.
2.0 Repair. Property Owner shall be fmancially responsible for its Proportional Share of excavation,
patching, and pavement repair on designated haul/travel routes. The amount and extent of repair and paving
measures will be determined by site -specific conditions at the time, as determined exclusively by County
personnel.
3.0 Need for Immediate Repairs: In the event of damage to a designated haul/travel route by project
traffic that causes an immediate threat to public health and safety or renders the road impassible
("Significant Damage"), County shall, after inspection, notify Property Owner of such Significant Damage.
Property Owner shall identify the repair required and shall consult with County on the extent, type, timing,
materials and quality of repair (i.e. temporary versus permanent) within twenty-four (24) hours after receipt
of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice, to
the extent possible. If Property Owner identifies Significant Damage prior to receiving notice thereof from
County, Property Owner may commence repair of such Significant Damage and shall concurrently notify
County of the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent).
4.0 Repair of Road: On or before December 31, of the calendar year in which County staff has
determined through site analysis and/or pavement testing that a particular haul/travel route road portion will
require paving measures in order to protect the public health, safety, and welfare, and the County has
budgeted sufficient funds for the following calendar year to pay its share of the Off -Site
Improvement/Repair Costs, County shall notify Property Owner in writing that the Off -Site
Improvements/Repairs shall be undertaken.
4.1 In County's sole discretion, County may undertake the repairs and/or improvements.
Property Owner's payment for its Proportionate Share of the road repairs/improvements will be
calculated as determined in this Agreement. Property Owner will be invoiced accordingly for those
proportional share costs.
5.0 Calculation of Property Owner's Proportional Share of Costs. The County shall notify Property
Owner of County's preliminary determination and assessment of Property Owner's proportional share of
costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes. Prior to
County's fmal determination and assessment, County shall provide Property Owner with a reasonable
opportunity to review, comment upon and supplement County's data, collection methodology, and
determinations. The County shall review and consider Property Owner's input prior to making a final
determination and assessment. The County shall have sole responsibility for determination of Property
Owner's Proportional Share of costs The calculation will be determined according to either traffic counts
or a traffic study, or other appropriate method, then application of the Proportional Share, as set forth above,
to the total cost(s) of maintenance, repair or improvements as determined by the County. Property Owner
agrees to pay such Proportional Share of costs within thirty (30) calendar days of receiving an invoice from
County.
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Carly Koppes, Clerk and Recorder, Weld County, CO
II!!! NFJP ItUle4'4hl'iaiMi N1ht1117 41.1 14 I! III
6.0 Annual Road Inspection. County may conduct a road inspection annually with the cooperation of
Property Owner and all other Property Owners and/or Lessees who are required by County to participate in
road improvement/maintenance agreements for the haul routes designated in this Agreement. As a result of
the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further
determine what road repair/improvement/maintenance work is to be performed during that construction
season. Notification to the Property Owner of the required roadway repairs will be given as soon as the data
becomes available.
7.0 Notification. The County shall notify Property Owner of County's preliminary determination and
assessment of Property Owner's proportionate share of costs of maintenance, repair, or improvements to
Property Owner's designated haul/travel routes. Prior to County's fmal determination and assessment,
County shall provide Property Owner with a reasonable opportunity to review, comment upon and
supplement County's data, collection methodology, and determinations. The County shall review and
consider Property Owner's input prior to making a final determination and assessment.
PART II: GENERAL PROVISIONS
A. Engineering and Construction Requirements:
1.0 Engineering Services. Property Owner shall furnish to County, at its own expense, all engineering
services in connection with the design and construction of the off -site improvements and all on -site
drainage -related structures if required by any Municipal Separate Storm Sewer System (MS4) permit, as
identified on the accepted Construction Plans and according to the construction schedule set forth in the
construction schedule exhibits. The required engineering services shall be performed by a Professional
Engineer and Land Surveyor registered in the State of Colorado and shall conform to the standards and
criteria established by the County for public improvements. The required engineering services shall consist
of, but not be limited to: surveys, designs, plans and profiles, estimates, construction supervision, and the
submission of necessary documents to the County.
2.0 Rights -of -Way and Easements. Before commencing the construction of any off -site improvements
herein agreed upon for public ROW or easements, Property Owner shall acquire, at its sole expense, good
and sufficient ROW and easements made necessary for the improvements. The County will not exercise
eminent domain on behalf of Property Owner. All such ROW and easements for the construction of roads
to be accepted by the County shall be conveyed to the County on County -approved forms and the documents
of conveyance shall be furnished to the County for acceptance with express written authority of the BOCC
and recording.
3.0 Construction. Property Owner shall furnish and install, at its own expense, the improvements (and
any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall
be solely responsible for the costs listed on the cost of construction exhibits, with the improvements being
completed also in accordance with the schedule set forth in the construction schedule exhibits. The BOCC,
at its option, may grant an extension of the time of completion set forth in construction schedule exhibits
stated herein upon application by the Property Owner. Said construction shall be in strict conformance to
the plans and drawings accepted by the County and the specifications adopted by the County.
4.0 Testing. Property Owner shall employ, at its own expense, a qualified testing company previously
approved by the County to perform all testing of materials or construction; and shall furnish copies of test
results to the County. If County discovers inconsistencies in the testing results, Property Owner shall
employ at its expense a third party qualified testing company approved by County. Such third party shall
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furnish the certified results of all such testing to the County. At all times during said construction, the
County shall have the right to test and inspect material and work, or to require testing and inspection of
material and work at Property Owner's expense. Any material or work not conforming to the approved
plans and specifications, including but not limited to damages to property adjacent to the construction plan
area shall be repaired, removed or replaced to the satisfaction of the County at the expense of Property
Owner.
5.0 Construction Standards. Design and construction of all off -site improvements shall conform to the
current version of CDOT's "Standard Specifications for Road and Bridge Construction", "CDOT Field
Materials Manual", "CDOT M & S Standards and Specifications" and the Weld County Engineering and
Construction Guidelines.
6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of
issuance of any ROW or Access Permit, the Property Owner shall submit a traffic control plan for County
review. During construction, appropriate safety signage shall be posted in accordance with the then -current
version of the Manual of Uniform Traffic Control Devices.
B. Collateral:
1.0 General Requirements for Collateral. Property Owner shall provide to County the necessary
collateral to guarantee all of Property Owner's obligations under this Agreement: (1) Project Collateral is
required for completion of off -site improvements, as described in this Agreement; (2) Warranty Collateral
is required for all off -site improvements during the two-year warranty period. Collateral acceptance and
release is governed by the Weld County Code.
1.1 Project Collateral shall be submitted to guarantee completion of off -site improvements
identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the
value of the improvements, as calculated in the cost of construction exhibits. Project Collateral
must be submitted at the time of execution of the Agreement, unless otherwise directed by the
Board of County Commissioners. In the event that Property Owner fails to adequately complete
the required improvements, County may, in its sole discretion, access Project Collateral for the
purpose of completing such improvements. It may be necessary to provide additional collateral in
the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL
PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY.
1.2 Warranty Collateral shall be submitted and held by the County until release after the two-
year warranty period following the County's initial approval of the improvements. Warranty
Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property Owner
fails to adequately complete or repair improvements during the warranty period, following seven
(7) calendar days written notice to the Property Owner by the County, County may, in its sole
discretion, access Warranty Collateral for the purpose of completing such improvements.
2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash
deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that
section may be amended from time to time.
3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld
County Code. For collateral release, the Planning Department conducts inspections for on -site
improvements, and the Department of Public Works conducts inspections for off -site improvements.
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3.1 Timing of Release. Project Collateral may be released upon completion of all
improvements required by the Exhibits after initial approval by the County. Warranty Collateral
shall be withheld by County at the time of release of Project Collateral or may be submitted
separately by Property Owner. Warranty Collateral may be released upon the approval of the
County at the end of the two-year warranty period.
3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the
entire project or for a portion of the project, the Property Owner must present a Statement of
Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of
Substantial Compliance shall state that the project or a portion of the project has been completed
in substantial compliance with accepted plans and specifications documenting the following:
3.2.1 The Property Owner's Engineer or his representative has made regular on -site
inspections during the course of construction and the construction plans utilized
are the same as those accepted by Weld County.
3.2.2 For the improvements to public rights -of -way or easements, test results must be
submitted for all phases of this project as per Colorado Department of
Transportation (CDOT) Schedule for minimum materials sampling, testing and
inspections found in CDOT Materials Manual.
3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of
collateral is submitted or at such time as the Property Owner has completed
improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped
and approved by an Engineer registered in the State of Colorado, if an Engineer
was initially required for the project. The Property Owner's Engineer shall certify
that the project "as -built" is in substantial compliance with the plans and
specifications as approved, or that any material deviations have received prior
written acceptance from the County Engineer.
3.3 County's Response to Request for Release of Collateral. Following a written request for
release of collateral, County personnel will inspect the improvements as provided in this
Agreement. Upon approval, the Board of County Commissioners may release said collateral.
C. Acceptance of Improvements:
1.0 Acceptance of Off -Site Improvements: Upon completion of the off -site improvements, as set forth
in Exhibit C-1, Property Owner shall contact the Weld County Department of Public Works and request an
inspection of such improvements. Upon request, County personnel will initiate the inspection, approval,
and acceptance process.
2.0 Inspection, Approval, and Acceptance Process:
2.1 Upon completion of construction of all off -site improvements as described in the
Construction Plans, Property Owner shall submit to the Weld County Department of Public Works
a Statement of Substantial Compliance by Property Owner's Engineer along with "as -built"
drawings as required in subsection B.3.2.3, above, and shall request County inspection of the
Off -Site Improvements. County personnel shall then inspect the improvements. If the County
determines the improvements were not constructed in accordance with the Construction Plans, the
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County shall direct the Property Owner to correct the deficiencies. ("Deficiencies") If the County
determines the improvements were constructed in accordance with the Construction Plans, the
County shall initially approve the Off -Site Improvements.
2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period.
Upon completion of the two-year warranty period, County Public Works personnel shall, upon
request by the Property Owner, inspect the subject improvements, and notify the Property Owner
of any Deficiencies. If any Deficiencies are discovered, the Property Owner shall correct the
deficiencies. County personnel shall re -inspect the improvements after notification from the
Property Owner that said Deficiencies have been corrected. If the County personnel fmds that the
improvements are constructed according to County standards, he or she shall approve the
improvements. Such final approval shall authorize the Property Owner to request the Board of
County Commissioners to release the Warranty Collateral.
2.3 Placement of Improvements into Service Prior to County Approval. If requested by the
Property Owner and agreed by the County, portions of the improvements may be placed in service
when completed according to the schedule shown on the construction schedule exhibit, but such
use and operation shall not alone constitute an approval or acceptance of said portions of the
improvements. County may, at its option, issue building permits for construction for which the
improvements detailed herein have been started but not completed according to the schedule shown
on the construction schedule exhibit, and may continue to issue building permits so long as the
progress of work on the improvements is satisfactory to the County, and all terms of this Agreement
have been faithfully kept by Property Owner.
D. Permits: Property Owner is required to apply for and receive all permits required by the County
or any other applicable local, State, or federal permit, including but not limited to:
1.0 Access Permits. Property Owner shall not use any access onto any County road unless and until
an access permit has been issued by the Department of Public Works. Public Works may condition the
issuance of an updated access permit on the amendment of this Agreement if the updated access permit
authorizes the use of an additional access point, or if there is a change in use of the current access point, as
permitted by Article XIV of Chapter 8 of the Weld County Code.
2.0 Right -of -Way (ROW) Permits. Per Article XIII of Chapter 8 of the Weld County Code, any work
occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work
shall occur without said ROW permit.
3.0 Transport Permits. Per Article XV of Chapter 8 of the Weld County Code, a Weld County
Transport Permit is required for Extra -legal vehicles using Weld County roadways to ensure the operation
and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner.
E. Enforcement and Remedies:
1.0 Violation of Terms of Agreement. If in County's opinion, Property Owner has violated any of the
terms of this Agreement, County shall notify Property Owner of its belief that the Agreement has been
violated and shall state with specificity the facts and circumstances which County believes constitute the
violation. Property Owner shall have fifteen (15) calendar days within which to either cure the violation or
demonstrate compliance or demonstrate that compliance is not readily achievable within fifteen (15)
calendar days and the Property Owner is taking appropriate steps to remedy the matter. If, after fifteen (15)
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Carly Koppes, Clerk and Recorder, Weld County, CO
calendar days have elapsed, County believes in good faith that the violation is continuing, County may
consider Property Owner to be in breach of this Agreement.
2.0 Remedies for Breach by Property Owner. In the event that County determines that Property Owner
has violated the terms of this Agreement, and has failed to correct said violation after seven (7) calendar
days written notice, County may exercise any or all of the following remedies, or any other remedy available
in law or equity.
2.1 Access and Use of Collateral. County may access and use collateral to address the issues
specific to the violation. For example, the County may access and use Project Collateral in order to
complete improvements as required by the Construction Plans, when such improvements have not
been completed in accordance with the Construction Schedule.
2.2 Withholding Permits. County may "lock" any or all lots within the Property, which
precludes the continued issuance of building permits, zoning permits, septic permits, or any other
permit issued by any department of the County.
2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld
District Court or Federal District Court for the District of Colorado, except that no such civil action
or order shall be necessary to access collateral for the purpose of completing improvements as
described above.
2.4 Revocation of USR Permit. Property Owner acknowledges that failure to comply with the
terms of this Agreement constitutes cause to revoke the USR, and County may exercise this option
in its sole discretion by proceeding with revocation under the then current provisions of the Weld
County Code.
3.0
events:
Termination of Agreement. This Agreement shall terminate upon the earliest of the following
3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of
the underlying land use approval under Weld County Code Section 23-2-290. However, County
may still exercise all necessary activities under this Agreement that the County determines
necessary to protect the health, safety, and welfare of the residents of Weld County.
3.2 Cessation of all Permit Related Activities. Termination of this Agreement shall occur upon
Property Owner's complete cessation of all activities permitted by the USR including any clean up
or restoration required. A partial cessation of activities shall not constitute a Termination of this
Agreement, nor shall County's issuance of a partial release/vacation constitute a Termination.
Unless informed in writing by the Property Owner of cessation of activities, and verified by the
County, cessation shall only be presumed if the County determines that the USR has been inactive
for three (3) continuous years. Property Owner shall not be entitled to a release of Project or
Warranty Collateral unless and until the improvements required by this Agreement are completed.
3.3 Execution of Replacement Agreement. This Agreement shall terminate following County's
execution of a new Improvements Agreement with a new property owner or operator who has
purchased the Property or has assumed the operation of the business permitted by the USR, and
intends to make use of the rights and privileges available to it through the then existing USR.
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I�iiLriyFlf41PCIPMM%id 11111
3.4 Revocation of USR. This Agreement shall terminate following County's revocation of
Property Owner's USR, except that the Property Owner shall only be released from this Agreement
after the successful completion of all improvements required under this Agreement, which may be
completed by County after accessing Property Owner's collateral if Property Owner fails to
complete such improvements.
F. General Provisions:
1.0 Successors and Assigns.
1.1 Property Owner may not delegate, transfer, or assign this Agreement in whole or in part,
without the prior express written consent of County and the written agreement of the party to whom
the obligations under this Agreement are assigned. Consent to a delegation or an assignment will
not be unreasonably withheld by County. In such case, Property Owner's release of its obligations
shall be accomplished by County's execution of a new Improvements Agreement with the
successor owner of the property.
1.2 County's rights and obligations under this Agreement shall automatically be delegated,
transferred, or assigned to any municipality which, by and through annexation proceedings, has
assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement.
2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or
unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without
such provision, to the extent that this Agreement is then capable of execution within the original intent of
the parties.
3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as
a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of
the Colorado Governmental Immunity Act §§ 24-10-101 et seq., as applicable now or hereafter amended.
4.0 Amendment or Modification. Any amendments or modifications to this agreement shall be in
writing and signed by both parties.
5.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms
and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly
reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of
action whatsoever by any other person not included in this Agreement. It is the express intention of the
undersigned parties that any entity other than the undersigned parties receiving services or benefits under
this Agreement shall be an incidental beneficiary only.
6.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid
until it has been approved by the Board of County Commissioners of Weld County, Colorado or its
designee.
7.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto,
shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included
or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null
and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District
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11111 MAMMA N aI III
Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said
dispute.
8.0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Owner,
concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney
fees and/or legal costs incurred by or on its own behalf.
9.0 Release of Liability. Property Owner shall indemnify and hold harmless the County from any and
all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature
and description caused by, arising from, or on account of the negligent and/or willful acts of Property Owner
and pay any and all judgments rendered against the County as a result of the negligent and/or willful acts
of the Property Owner All contractors and other employees engaged in construction of the improvements
by Property Owner shall maintain adequate worker's compensation insurance and public liability insurance
coverage and shall operate in strict accordance with the laws and regulations of the State of Colorado
governing occupational safety and health. Each party is to bear the cost of its negligent or willful acts.
10.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra-
judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference
shall be null and void.
11.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is
duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and
warrants to the other that the execution and delivery of the Agreement and the performance of such party's
obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement
binding on such party and enforceable in accordance with its terms. If requested by the County, Property
Owner shall provide the County with proof of Property Owner's authority to enter into this Agreement
within five (5) days of receiving such request.
12.0 Acknowledgment. County and Property Owner acknowledge that each has read this Agreement,
understands it and agrees to be bound by its terms. Both parties further agree that this Agreement, with the
attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the parties
and supersedes all proposals or prior agreements, oral or written, and any other communications between
the parties relating to the subject matter of this Agreement.
13.0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential
conflict between any term in this Agreement and the Resolution of the Board of County Commissioners
approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the
event of a discrepancy between this agreement and the Weld County Code in effect at the time of the
agreement, the terms of the Weld County Code shall control.
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Carly Koppes, Clerk and Recorder, Weld County, CO
VIII IFAI L03 « *ha %IVAN 6If /.4 11111
PROPS OWNER: W Management Disposal Services of Colorado, Inc.
By: �(Date 7ULLi 23 5 2.°20
Name: James A. Wilson
Title: Vice President
STATE OF ILLINOIS
SS.
County of DuPage
OFFICIAL SEAL
VIDYA SHIRISH DARSHANE
NOTARY PUBLIC - STATE OF ILLINOIS
MY COMMISSION EXPIRES:10/21/23
The foregoing instrument was acknowledged before me this day of J ,
2020, by James A. Wilson, Vice President, Waste Management Disposal Services of Colorado, Inc.
WITNESS my hand and official seal.
My commission expires:
WELD COUNTY:
ATTEST:
Weld ty Clerk to the B and WELD COUNTY, COLORADO
! r
lotary Public
I (9/2i /2®23
BOARD OF COUNTY COMMISSIONERS
BY
ike Freeman, Chair
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Carly Koppes, Clerk and Recorder, Weld County, CO
0Z002o
EXHIBIT
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Exhibit A
Waste Management Inc., North Weld Landfill
Tetra Tech, May 2020
Is' 4‘
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PRELIMINARY OPINION OF PROBABLE COST - WCR 25 IMPROVEMENTS (30% DESIGN)
BID ITEM NO.
CONTRACT ITEM NO.
CONTRACT ITEM
UNIT
QUANTITY
RATE
EXTENSION
1
201-0001
CLEARING AND GRUBBING
AC
0.95
$ 8,570.32
$ 8,141.80
2
202-00035
REMOVAL OF PIPE
LF
137
$ 43.99
$ 6,026.63
3
202-00220
REMOVAL OF ASPHALT MAT
_ SY
4306
$ 9.43
$ 40,605.58
4
202-00240
REMOVAL OF ASPHALT MAT (PLANING)
SY
0
$ 2.51
$ 0.00
5
202-05026
SAWING OF ASPHALT MATERIAL
LF
1361
$ 3.00
$ 4,083.00
6
202-00810
REMOVAL OF GROUND SIGN _
EA
7
$ 125.71
$ 879.97
7
202-01000
REMOVAL OF FENCE
LF
52
$ 1.16
$ 60.32
8
203-00060
EMBANKMENT MATERIAL (COMPLETE IN PLACE)
4
CY
94
$ 16.15
$ 1,518.10
9
203-00010
UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE)
CY
22
$ 25.69
$ 565.18
10
203-01597
POTHOLING a
HR
16
$ 266.32
$ 4,261.12
11
207-00205
TOPSOIL
CY
386
$ 12.23
$ 4,720.78
12
207-00210
STOCKPILE TOPSOIL
CY
386 a
$ 7.04
$ 2,717.44
13
208-00002
EROSION LOG (12 INCH)
LE
178
$ 5.11
$ 909.58
14
208-00020
SILT FENCE
LF
2292
$ 2.18
$ 4,996.56
15
208-00045
CONCRETE WASHOUT STRUCTURE
EA
0
$ 2,324.08
$ 0.00
16
208-00070
STABILIZED CONSTRUCTION ENTRANCE
EA
1 4
$ 2,846.48
$ 2,846.48
17
208-00103
REMOVAL AND DISPOSAL OF SEDIMENT (LABOR)
HR
20
$ 64.20
$ 1,284.00
18
208-00105
REMOVAL AND DISPOSAL OF SEDIMENT (EQUIP)
HR
20
$ 133.60
$ 2,672.00
19
208-00207
EROSION CONTROL MANAGEMENT
DAY
10
$ 253.12
$ 2,531.20
20
210-00010
RESET MAILBOX STRUCTURE
EA
1
$ 445.75
$ 445.75
21
201-00810
RESET GROUND SIGN 4
EA
7
$ 338.34
$ 2,368.38
22
212-00006
SEEDING (NATIVE)
AC
1
$ 769.28
$ 769.28
23
213-00011
MULCHING (HYDRAULIC)
AC
1
$ 1,402.00
$ 1,402.00
24
216-00042
SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2)
SY
3470
$ 3.65
$ 12,665.50
25
216-00301
TURF REINFORCEMENT MAT (CLASS 1)
SY
0
$ 5.21
$ 0.00
26
304-06007
AGGREGATE BASE COURSE (CLASS 6)
CY
435
$ 57.82
$ 25,151 .70
27
403-33841
HOT BITUMINOUS PAVEMENT (GRADING S) [(100) (PG 64-22)] WILL CHANGE
TON
1360
$ 68.50
$ 93,160.00
28
403-34851
HOT BITUMINOUS PAVEMENT (GRADING SX) [(100) (PG 64-28)] WILL CHANGE
TON
680
$ 103.48
$ 70,366.40
29
506-00209
RIPRAP (9 INCH)
CY
4
$ 178.29
$ 713.16
30
603-01180
18 INCH REINFORCED CONCRETE PIPE
LF
109
$ 82.85
$ 9,030.65
31
614-00011
SIGN PANEL (CLASS 1)
SF
15
$ 24.33
$ 364.95
32
614-00012
SIGN PANEL (CLASS II)
SF
0
$ 25.92
$ 0.00
33
620-00002
FIELD OFFICE (CLASS 1)
EA
1
$ 23,392.07
$ 23,392.07
34
620-00020
SANITARY FACILITY
EA
1
$ 3,073.57
$ 3,073.57
35
625-00000
CONSTRUCTION SURVEY
LS
1
$ 12,000.00
$ 12,000.00
36
626-00000
MOBILIZATION
LS
1
$ 45,000.00
$ 45,000.00
37
627-00005
EPDXY PAVEMENT MARKINGS
GAL
40
$ 340.00
$ 13,600.00
38
627-30405
PREFORMED THERMO PLASTIC MARKING (WORDS, SYMBOLS)
SF
219
$ 14.93
$ 3,269.67
39
630-00000
FLAGGING
HR
1200
$ 28.15
$ 33,780.00
40
630-00012
TRAFFIC CONTROL MANAGEMENT
LS
1
$ 50,000.00
$ 50,000.00
41
UTILITY RELOCATION
_ LS
1
$ 30,000.00
$ 30,000.00
TOTAL
$ 519,372.82
CONTINGENCY (20%)
$ 103,874.56
GRAND TOTAL
$ 623,247.39
EXHIBIT
a
Q . -vc>(2$
Exhibit B
Preliminary Off -Site Construction Schedule
• 60% Drawings
a) Submitted to Weld County - August 15, 2020
b) Weld County review complete — September 15, 2020
• 90% Drawings
a) Submitted to Weld County - October 15, 2020
b) Weld County review complete — November 15, 2020
• Issued for Construction Drawings Submitted to Weld County — December 1, 2020
• Coordination with utilities and associated easements within existing and proposed ROW -
1Q2021 and 2Q2021
• Dedication of additional ROW (from Waste Management property along the east side of
WCR 25)-3Q2021
• Construction of WCR 25 Improvements — 2Q2022 and 3Q2022
4616849 Pages: 14 of 48
08/06/2020 10:29 AM R and Recorder, $0 .00
Weld County. CO
Carly KopPes , Clerk 11111
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4616849 Pages: 15 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes; Clerk and Recorder, Weld County, CO
PVIII lig Mini I ti WI ri g1/41A113/404111 Nil dr 114 III II I
WASTE MANAGEMENT
WCR25&HWYI4
INTERSECTION IMPROVEMENTS
Sheet List Table
Sheet Number Sheet Title
6-000 COVER SHEET
G-001 LEGEND AND ABBREVIATIONS
G-002 GENERAL NOTES
G-003 GENERAL NOTES
6-004 GENERAL NOTES
6-005 SUMMARY OF APPROXIMATE QUANTITIES
C-100 SURVEY CONTROL SHEET
C-101 TYPICAL ROAD SECTIONS
C-102 TYPICAL ROAD SECTIONS
C-103 EXISTING CONDITIONS
C-104 EXISTING CONDITIONS
C-105 DEMOLITION PLAN
C-106 DEMOLITION PLAN
C-107 OVERALL ROAD LAYOUT PLAN
C-108 ROAD LAYOUT PLAN
C-109 ROAD LAYOUT PLAN
C-110 INTERSECTION DETAIL HWY 14 AND WCR 25
C-111 ENTRANCE DETAIL WASTE MANAGEMENT SITE
C-112 GRADING PLAN
C-113 GRADING PLAN
C-114 CULVERT 1 PLAN AND PROFILE
C-115 SIGNING AND STRIPING
C-116 SIGNING AND STRIPING
C-117 EROSION CONTROL
C-118 EROSION CONTROL
C-200 CROSS SECTIONS WCR 25
C-201 CROSS SECTIONS WCR 25
C-202 CROSS SECTIONS VCR 25
C-203 CROSS SECTIONS VVCR 25
C-204 CROSS SECTIONS VCR 25
C-205 CROSS SECTIONS VCR 25
C-206 CROSS SECTIONS WCR 25
C-207 CROSS SECTIONS WCR 25
C-208 CROSS SECTIONS WCR 25
C-209 CROSS SECTIONS VVCR 25
C-210 CROSS SECTIONS WCR 25
CLIENT CONTACT
CONTACT TOM SCHWEITZER
PHONE 303-914-1445
TSCHWEITZER k?!WM_COM
PROJECT CONTACT INFORMATION
COLORADO DEPARTMENT OF TRANSPORTATION (COOT)
CONTACT TIM BILOBRAN
PHONE 970-350-2163
EMAIL TIMOTHY.BILOBRANrSTATE.CO.US
WATER UTILITIES
NORTH WELD COUNTY WATER DISTRICT (NWCWD)
CONTACT ERIC RECKENTINE
PHONE 970-356-3020 EXT. 111
EMAIL ERICR@NWCWD.ORG
GAS UTILITIES
XCEL ENERGY
CALL 811
RIMROCK ENERGY PARTNERS
PHONE 720-739-3620
ELECTRICAL UTILITIES
POUDRE VALLEY RURAL ELECTRIC ASSOCIATION. INC. (PVREA)
CONTACT RYAN POWELL
PHONE 970-282.6432
EMAIL RPOWELL@PVREA.COOP
PLATTE RIVER POWER AUTHORITY
PHONE 970-226-4000
PHONE & COMMUNICATIONS UTILITIES
CENTURY LINK
CALL 811
Know what's below.
Call before you dig.
EXHIBIT
1900 South Sunset Street Suite 1-E
Longmont, CO 80501
Tel 303-772-5282 Fax 303-772-7039
TETRA TECH
www.tetratech.com
PROJECT LOCATION: CLIENT INFORMATION:
WELD COUNTY, COLORADO WASTE MANGEMENT
Tt PROJECT No.: CLIENT PROJECT No.:
117-2402273
PROJECT DESCRIPTION / NOTES:
ROAD IMPROVEMENTS ALONG WELD COUNTY ROAD 25
ISSUED:
30% DRAFT DESIGN PLANS
VICINITY MAP:
PROJECT
LOCATION
4616849 Pages: 16 of 48
08/06/2020 10:29 AM d Recorede$0.00d County, CO
Carly Koppes , Clerk IllHI
VIII NPIIAll
E
A
1
/ABBREVIATIONS
2
3
ABAN
ABC
AC
ACEL
ACP
ADOL
AODM
ADJ
ALT
AMT
ANSI
APPROX
ASME
ASTM
ASPH
ASSY
AVG
BH
BLDG
BM
BOT
C
CC
CCW
COOT
CIP
CJ
CL
CLR
CMP
CMU
GO
LONG
CONC RED
CONSTR
CON I
:AR
CP
C7R
DEMO
DECEL
CIA
DIAG
DIM
DIP
DMJ
DWG
E
EA
EB
ECC
EF
EFF
EJ
EL
ELB
ELEC
ENGR
EOA
EOG
EOP
ED
EQL SP
EQUIP
EQUN
ESMT
EST
Err
EXP JT
EXST
EXST GR
FES
FE(
FIN FL
FIN GR
FO
FT
FW
ABANDON
AGGREGATE BASE COURSE
ASPHALTIC CONCRETE
ACCELERATION
ASPHALTIC CONCRETE PAVING
ADDITIONAL
ADDENDUM
ADJUSTABLE
ALTERNATE
AMOUNT
AMERICAN NATIONAL
STANDARDS INSTITUTE
APPROXIMATE
AMERICAN SOCIE TY OF
MECHANICAL ENGINEERS
AMERICAN SOCIE TV FOR
TESTING AND MATERIALS
ASPHALT
ASSEMBLY
AVERAGE
BOREHOLE
BUILDING
BENCH MARK
BOTTOM
CURVE I CENTERLINE
CENTER TO CENTER
COUNTER CLOCKWISE
COLORADO DEPARTMENT OF
TRANSPORTATION
CAST IRON PIPE
CONSTRUCTION JOINT
CENTER LINE OR CHAIN LINK
CLEAR
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CLEAN OUT
CONCRETE
CONCENTRIC REDUCER
CONSTRUCTION
CON TINUOUS(A TION)
CORNER
CONTROL POINT
CENTER
DEMOLITION
DECELERATION
DIAMETER
DIAGONAL
DIMENSION
DUCTILE IRON PIPE
DUCTILE MECHANICAL JOINT
DRAWING
EASTING
EACH
EAST BOUND
ECCENTRIC
EACH FACE OR ELECTRICAL FAN
EFFLUENT
EXPANSION JOINT
ELEVATION
ELBOW
ELECTRICAL
ENGINEER
EDGE OF ASPHALT
EDGE OF GRAVEL
EDGE OF PAVEMENT
EQUAL
EQUALLY SPACED
EQUIPMENT
EQUIVALENT
EASEMENT
ESTIMATE
EACH WAY
EXPANSION JOINT
EXISTING
EXISTING GRADE
FLARED END SECTION
FIRE HYDRANT
FINISH FLOOR
FINISH GRADE
FIBER OPTIC
FEET
FINISH WATER
U
GA
GAL
GALV
GIP
GND
GPO
GPM
GRND
GSP
GV
HOWL
HMA
HORLZ
HIML
HWY
HY0
INCL
INCR
ID
IF
INF
INL
INSTL
INS TR
INS UL
INV
INV EL
ISA
JTS
L
LATL
LCMU
LF
LG
LOC
LP
LRG
LT
LT WT
LWC
LWL
MAIN!
MAX
MECH
MFR
MG
MGD
MGMT
MH
MIN
MISC
MO
MTCi
N
NA
MC
NPW
NTS
WCWD
OC
OD
OFF
OPNG
OPT
GAS
GAUGE
GALLON
GALVANIZED
GALVAMZED IRON PIPE
GROUND
GALLONS PER DAY
GALLONS PER MINUTE
GROUND
GALVAMZED STEEL PIPE
GATE VALVE
HEADWALL
HOT MIX ASPHAL T
HORIZONTAL
HIGH WATER LINE
HIGHWAY
HYDRANT
INCLUDED
INCREASER
INSIDE DIAMETER
INSIDE FACE
INFLUENT
INLET
INSTALLATION
INSTRUMENT
INSULATION
INVERT
INVERT ELEVATION
INSTRUMENT SOCIE TY OF AMERICA
JOINTS
LEFT LITER. OR LENGTH
LATERAL
LIGHTWEIGHT CONCRETE
MASONRY UNIT
LINEAL FEET
LENGTH
L °CATION
LOW PRESSURE OR LIGHT POLE
LARGE
LIGHT/ LEFT
LIGHTWEIGHT
LIGHTWEIGHT CONCRETE
LOW WATER LEVEL
MAINTENANCE
MAXIMUM
MECHANICAL
MANUFACTURER
MILLION GALLONS OR MILLIGRAMS
MILLION GALLONS PER DAY
MANAGEMENT
MANHOLE
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MOUNTING
NORTHING
NOT APPLICABLE
NOT IN CONTRACT
NON -POTABLE WATER
NOT TO SCALE
NORTH WELD COUNTY WATER DISTRICT
ON CENTER
OUTSIDE DIAMETER
OFFSET
OPENING
OPTIONAL
PAR
PC
PERM
PERP
PG
PL
PLBG
PLC
PNT
PORT
POS
PPM
PRCST
PREFAB
PREFIN
PRELIM
PREP
PROJ
PROP
PRV
PSF
PSI
PSIA
PT
PV
PVC
PVG
PVM1
PVREA
PIN
OAVG
°MAX
°PEAK
OC
QCV
QTR
OTY
R
RAD
RC
RCES
RCP
RD
RE
RED
REC
REF
REHAB
REINF
READ
RFCA
ROW
RPBP
RPM
RPS
RR
RT
RTN
SALV
SAN
SCFM
SCHED
SD
SDR
SECT
SF
SHLDR
SHT
SP
SPEC
SO
SO F
SO IN
SO 'it
SS
SST
ST
STA
STD
STL
STL JST
STL PL
STRICT
STRICT STL
PARALLLL
POINT OF CURVATURE
PERMANENT
PERPENDICULAR
PRESSURE GAGE
PLATE OR PROPERTY LINE
PLUMBING
PROGRAMMABLE LOGIC CONTROLLER
PAINT
POR TABLE
POSITIVE
PARTS PER MILLION
PRECAST
PREFABRICATED
PREFINISHED
PRELIMINARY
PREPARATION
PROJECT
PROPERTY
PRESSURE REDUCING VALVE OR
PRESSURE RELIEF VALVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH
ABSOLUTE
POINT OF TANGENCY
PLUG VALVE
POINT OF VERTICAL CURVE
PAVING
PAVEMENT
PODURE VALLEY RURAL ELECTRIC
ASSOCIATION
POTABLE WATER
AVERAGE DAILY FLOW
MAXIMUM DAILY FLOW
PEAK HOUR FLOW
QUICK COUPLER
QUICK COUPLER VALVE
QUARTER
QUANTITY
RISER r RANGE
RADIUS
REINFORCED CONCRETE
REINFORCED CONCRETE END SECTION
REINFORCED CONCRETE PIPE
ROOF DRAIN
REFERENCE
REDUCER
RECESSED
REFERENCE
REHABILITATION
REINFORCE lD) (ING) (MENT)
REQUIRED
RESTRAINED FLANGED COUPLING
ADAPTER
RIGHT OF WAY
REDUCED PRESSURE BACKFLOW
PREVENTER
REVOLUTIONS PER MINUTE
REVOLUTIONS PER SECOND
RAIL ROAD
RIGHT
RETURN
SALVAGE
SANITARY
STANDARD CUBIC FEET
PER MINUTE
SCHEDULE
STORM DRAIN
STANDARD DIMENSION RATIO
SECTION
SILT FENCE
SHOULDER
SHEET
SPACE (INO)
SPECIFICATION
SQUARE
SQUARE FOOT
SQUARE INCH
SQUARE YARD
SANITARY SEWER
STAINLESS STEEL
STREET
STATION
STANDARD
STEEL
STEEL JOIST
STEEL PLATE
STRUCTURAL
STRUCTURAL STEEL
Su✓P
SVC
SW
SYMM
SYS
T
TSB
TB
TBM
TE
TEMP
THK
TOC
TOG
TOT
TP
TR
TST
TV
TIN
TYP
UBC
UNDO
UE
ULT
UNIF
UNIV
UT
VB
VERT
VP
VTC
WI
W/O
WB
WCR
VVD
WF
WL
VWVF
SUPYLY
SERVICE
SIDEWALK
SYMMETRICAL
SYSTEM
4
LEGEND NOTE
TEE / TOWNSHIP
TOP AND BOTTOM
THRUST BLOCK
TEMPORARY BENCHMARK
TOP ELEVATION
TEMPORARY
THICK
TOP OF CONCRETE
TOP OF GRATING
TOTAL
TOP OF PAVEMENT
TOP OF RIM
TOP OF STEEL
UNDERGROUND TELEVISION LINE(S)
TOP OF WALL
TYPICAL
UNIFORM BUILDING CODE
UNDERGROUND
UNDERGROUND ELECTRIC LINE(S)
ULTIMATE
UNIFORM
UNIVERSAL
UNDERGROUND TELEPHONE LINE(S)
VALVE BOX
VERTICAL
VENT PIPE
VEHICLE TRACKING CONTROL
WITH
WITHOUT
WESTBOUND
WELD COUNTY ROAD
WIDTH
WIDE FLANGE
WATER LINE
WELDED WIRE FABRIC
THIS IS A STANDARD LEGEND. THEREFORE NOT ALL
OF THIS INFORMATION MAY BE USED ON THIS
PROJECT
SECTION LETTER
IDENTIFICATION
SHEET WHERE THE SECTION OR
ELEVATION IS DRAWN
= INDICATES SAME DRAWING
SECTION LETTER
IDENTIFICATION
SHEETS WHERE THE SECTION OR
ELEVATION IS CUT OR CALLED OUT
INDICATES SAME DRAWING
5
LEGEND
1
6
E XISTIMS
WV
SECTION OR ELEVATION MARKER
ARROW INDICATES VIEWING
ORIENTATION
SECTION
SCALE
SECTION OR ELEVATION TITLE
D
SYMBOLS
EDGE OF GRAVEL ROAD
EDGE OF ROAD
ROW / PROPERTY LINE
MAJOR CONTOUR
MINOR CONTOUR
WATER LINE
CHAIN LINK FENCE
UNDERGROUND ELECTRIC
UNDERGROUND
COMMUNICATION
NATURAL GAS
OVERHEAD POWER LINE
FIBER OPTIC
WATER VALVE
BEND -NARK OR SECTION
CORNER
BOREHOLE
EXISTING GRAVEL ROAD
EXISTING ASPHALT
EXISTING UTILITY EASEMENT
ELECTRIC GUY WIRE
GEOTECHNICAL BORE HOLE
EXST PEDESTAL POLE &
LUMINAIRE
EXISTING SECTION LINE
EXISTING ROADSIDE DITCH
EXISTING EDGE OF WATER
DEMOLITION HATCH
EXISTING DELINEATOR
EXISTING POWER TOWER
EXISTING POWER POLE
EXISTING SIGN
DETAIL NUMBER
IDENTIFICATION
SHEETS WHERE THE DETAIL IS CALLED
OUT " INDICATES SAME DRAWING
DETAIL NUMBER
IDENTIFICATION
SHEET WHERE THE DETAIL IS DRAWN
= INDICATES SAME DRAWING
SF
PROPOSED
xx
XX
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SCALE 1/4"=1' -0 -
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DETAIL MARKER
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MAJOR CONTOUR
MINOR CONTOUR
FENCE
EDGE OF GRAVEL
ROAD OR
SHOULDER
RIPRAP
RIGHT-OF-WAY
PAVEMENT EDGE
LONGITUDINAL
PAVING JOINT
CONCRETE
MILL t OVERLAY
ASPHALT
PAVEMENT
DRAINAGE
CULVERT
DRAINAGE SWALE
EROSION LOG
EROSION CONTROL
BLANKET WI
SEEDING
INLET PROTECTION
OUTLET
PROTECTION
LIMIT OF
DISTURBANCE
TRAFFIC SIGN
UNDERGROUND
ELECTRIC
OVERHEAD
ELECTRIC
POWER POLE
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Copyright Tetra Tech
4616849 Pages: 17 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes: Clerk and Recorder. Weld County: CO
VIII )PjJ' rt rEuA !'I'. rs+'ci NI: WI I14 IV Iv I II
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3/25/2020 4 47 48 PM - V 1FORTCOLLINS\PROJECTS\T-Z\WASTE MANAGEMENT 117-2402273 - WM-WCR 25 IMPROVEMENTS107-CAD\SHEETFILES\G-001 NOTES-LEGENDS-ABBREVIATIONS.DWG - WEATHERL
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GENERAL NOTES:
I ALL MATERIALS. EQUIPMENT INSTALLATION AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD
REFERENCES AS APPLICABLE
a. CDOT MATERIALS MANUAL
b. CDOT CONSTRUCTION MANUAL
c. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION
d. CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT
e.CDOT STANDARD PLANS (MSS STANDARDS)
1. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION) AND THE COLORADO SUPPLEMENT
THERETO
g. AASHTO ROADSIDE DESIGN GUIDE
NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM
COLORADO DEPARTMENT OF TRANSPORTATION
BID PLANS ROOM
4201 EAST ARKANSAS AVENUE
DENVER. CO 80222-3400
(303) 757-9313
h. WELD COUNTY ENGINEERING AND CONSTRUCTION GUIDELINES, APRIL 2012. UPDATED JULY 2017.
ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT AND NOTICE TO
PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES.
1 THE CONTRACTOR SHALL PROVIDE ON -SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE
CONSTRUCTION SITE.
4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR MUST KEEP ALL OPERATIONS. INCLUDING ALL EQUIPMENT. WITHIN THE DELINEATED EASEMENTS. RIGHT OF WAY. AND LIMIT OF
DISTURBANCE LINES UNLESS AUTHORIZED BY THE ENGINEER OR OWNER. TEMPORARY AND OR PERMANENT CONSTRUCTION EASEMENTS MAY BE
REQUIRED.
6 CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF
OPERATIONS DURING ACTIVITIES WITHIN CDOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS.
NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN CDOT RIGHT OF WAY.
;S THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS.
9 THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE CDOT RIGHT OF WAY PER THE STIPULATIONS IN THE ACCESS PERMIT.
10 IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY TO THE PROJECT,
AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. PLEASE REFER TO
OR REQUEST A COPY OF THE COOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY" (ECIS) FOR DETAILS. THE ECIS MAY BE OBTAINED FROM
CDOT PERMITTING OFFICES OR MAY BE ACCESSED VIA THE CDOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEBPAGE AT
HTTP /MNWV.DOT.STATE.CO.US/ACCESSPERMITS/PDF/ENVIRONMENTALCLEARANCESINFORMATIONSUMMARY.PDF
FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT. OR ENFORCEMENT
ACTIONS BY OTHER AGENCIES.
ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS.
PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS WASH WATER. PAINT, AUTOMOTIVE FLUIDS. SOLVENTS. OILS, OR SOAPS.
UNLESS OTHERWISE IDENTIFIED BY CDOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY
CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER
SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS
UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS. DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS,
AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS. FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND
WETLANDS. AND FLOW FROM FIRE FIGHTING ACTIVITIES.
ANY OTHER DISCHARGES. INCLUDING sTORMVVATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES. MAY REQUIRE COLORADO
DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE VVORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS. GO TO THE CDPHE WEBSITE
AT HTTP//VWVW.CDPHE.STATE.CO.USIWQ/PERMITSUNIT/INDEX.HTML
11. THE TYPES. SIZE. LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) 1-800-922-1989. THE CONTRACTOR
SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES PER THE STANDARD SPECIFICATIONS.
12. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES OR IMPROVEMENTS INCLUDING FENCES SIGNS. CULVERTS AND ROADS DAMAGED DURING
EXECUTION OF THE WORK.
13. CONTRACTOR SHALL PROTECT INDIVIDUAL PROPERTY PINS FOUND IN FIELD.
14. ALL EARTHWORK AND CONSTRUCTION SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THE PROJECT BY TETRA TECH.
SEE CONTRACT DOCUMENTS FOR REFERENCE TO THIS DOCUMENT.
15. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR.
16 CONTRACTOR SHALL PROVIDE ALL PERMITS REQUIRED FOR CONSTRUCTION EXCEPT FOR THE PERMITS PROVIDED BY OWNER. AS IDENTIFIED IN
CONTRACT DOCUMENTS
17. KEEP ALL ROADS FREE OF MUD AND DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE MUD AND DEBRIS FROM ALL ROADS AT
THE END OF EACH WORK DAY.
18 PRIOR TO EARTHWORK CONSTRUCTION EXISTING CONCRETE, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHOULD BE REMOVED AND
DISPOSED OF OFF SITE IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS.
19. SOILS SHALL BE COMPACTED TO 95% OR MORE OF THE MAXIMUM DRY DENSITY AT MOISTURE CONTENTS FROM 2% BELOW TO 2% ABOVE THE OPTIMUM
MOISTURE CONTENT AS DETERMINED FROM ASTM D1557, THE MODIFIED PROCTOR.
20. NO FILL MATERIAL SHALL BE PLACED, WORKED. AND OR ROLLED WHILE THE MATERIAL IS FROZEN, THAWING, OR DURING POOR / INCLEMENT WEATHER
CONDITIONS.
21. NO EQUIPMENT SHALL BE IN LANES OPEN TO TRAFFIC AT ANY TIME.
22 NO WORK IN WELD COUNTY RIGHT OF WAY IS ALLOWED BETWEEN NOVEMBER FIRST AND APRIL FIFTEENTH, AT NIGHT. ON WEEKENDS. ON HOLIDAYS. OR
DURING ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL FROM WELD COUNTY.
23. ALL ASPHALT AND CONCRETE PAVEMENT REMOVAL FOR CONSTRUCTION SHALL BE SAWCUT.
24. ALL TEMPORARY ROADWAY AND DRIVEWAY PATCHING IS CONSIDERED INCIDENTAL TO THE CONTRACT. ALL TEMPORARY PATCHES MUST BE
MAINTAINED BY THE CONTRACTOR.
25. WORKING HOURS SHALL BE PER THE WELD COUNTY CODE. OR APPROVED BY ENGINEER.
26. THE COST FOR METAL PIPE END SECTIONS (CSP) SHALL BE PAID FOR AS PART OF THE PIPE IN CONTRACT ITEM 603-10180. 603-10210. AND 603-5018.
MEASUREMENT SHALL BE SHOWN AS L1, METAL OR PLASTIC PIPE WITH END SECTIONS IN STANDARD PLAN M-603-1.
27. THE COST FOR REINFORCED CONCRETE PIPE END SECTION (RCP) SHALL BE PAID FOR AS PART OF THE PIPE IN CONTRACT ITEM 603-01420 AND 603-02420.
MEASUREMENT SHALL BE SHOWN AS 11 CONCRETE PIPE WITH END SECTIONS IN STANDARD PLAN M-603-2.
28. OBSERVATIONS OF THE WORK IN PROGRESS AND ONSITE VISITS ARE NOT TO BE CONSTRUCTED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF
THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES.
29. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN. ON, OR ABOUT THE PROJECT SITE, NOR
FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO.
30. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE TO KEEP A COPY OF THE CONSTRUCTION PLANS AT THE SITE AT ALL TIMES.
31. AS DEFINED IN 203.13 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRICTION, PAYMENT FOR CONTRACT ITEM 203-00010
UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) SHALL BE FULL COMPENSATION FOR ALL WORK NECESSARY TO COMPLETE THE ITEM INCLUDING
CONSTRUCTION OF EMBANKMENTS UNCLASSIFIED EXCAVATION, BORROW. COMPACTION, COMPACTION OF BASES OR CUTS AND FILLS UNTIL SUBGRADE
PASSES PROOF ROLL. ALL WORK IN AVAILABLE MATERIAL PITS. AND DISPOSAL OF EXCESS EXCAVATED MATERIAL.
32. CONTRACTOR SHALL SUPPLY CERTIFIED WEIGHT OR QUANTITY TICKETS FOR PAY ITEMS.
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GENERAL NOTES
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SIGNING & MARKING PLAN NOTES
FULL -COMPLIANCE TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER COOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION
DAY
2. THE CONTRACTOR SHALL CONTACT COOT AND ENGINEER. AT LEAST TWO WEEKS PRIOR TO SCHEDULE STRIPING. THE PERMITTEE WILL BE
RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS.
3. STRIPING SHALL BE EPDXY PAINT AS PER SECTION 627 OF THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
4 TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND
DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER.
5 ALL STENCILS SHALL BE INLAID
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND RESETTING OF ALL EXISTING SIGNS SHOWN OR NOT SHOWN ON PLANS.
ON NEW POSTS.
TRAFFIC CONTROL PLAN NOTES
CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF
OPERATIONS DURING ACTIVITIES WITHIN COOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS.
2. PRIOR TO BEGINNING OF WORK IN THE CDOT ROW THE CONTRACTOR SHALL CREATE A SITE SPECIFIC. DETAILED CONSTRUCTION TRAFFIC
CONTROL PLAN WHICH COVERS ALL PHASES AND DAY/NIGHT SIGNAGE CONDITIONS OF WORK. THE TRAFFIC CONTROL PLAN SHALL BE
SUBMITTED TO CDOT FOR APPROVAL NO LATER THAN 72 HOURS PRIOR TO IMPLEMENTATION. CONTRACTOR SHALL ALSO SUBMIT A TRAFFIC
CONTROL PLAN TO WELD COUNTY FOR APPROVAL.
3. DURING CONSTRUCTION. AT LEAST ONE LANE NEEDS TO BE OPEN TO FACILITATE TRUCK TRAFFIC ONTO VCR 25 AT ALL TIMES.
CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES AT THE END OF THE DAYS CONSTRUCTION ACTIVITIES, ON WEEKENDS AND
HOLIDAYS. UNLESS OTHERWISE DIRECTED.
5. DURING CONSTRUCTION, STATE HIGHWAY 14 SHALL REMAIN OPEN AT ALL TIMES. ANY DESIRED CLOSURES MUST BE COORDINATED WITH
CDOT.
6. ALL TRAFFIC CONTROL DETAILS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION
WITH CURRENT SUPPLEMENTS EXCEPT AS MODIFIED HEREIN. ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CURRANT COLORADO SUPPLEMENTS. AND THE
APPROVED PLANS AND SPECIFICATIONS. NO LAND CLOSURE ON ANY STATE HIGHWAYS WILL BE APPROVED PRIOR TO WELD COUNTY'S
WRITTEN APPROVAL OF THE METHOD OF HANDLING TRAFFIC (MHT).
7. ALL WORK ZONE TRAFFIC CONTROL DEVICES USED IN CONSTRUCTION ZONES SHALL BE REFLECTIVE AND IN ACCORDANCE WITH CDOTS
LATEST SPECIFICATIONS.
8. THE FIRST TWO REFLECTIVE DRUMS WILL BE EQUIPPED WITH FLASHERS IF INTENDED TO BE LEFT IN PLACE AT NIGHT.
FOR ALL NEW PAVEMENT. ALL STOP BARS. AND CROSS WALKS, WORDS AND SYMBOLS SHALL BE PREFORMED THERMO-PLASTIC MARKINGS.
THESE MARKINGS SHALL BE INLAID INTO THE SURFACE COURSE OF ASPHALT DURING ASPHALT PLACEMENT. ALL LANE STRIPING SHALL BE
EPDXY PAINT,
10. NO DROP-OFFS OF MORE THAN ONE -INCH ARE ALLOWED AT NIGHT ON WEEKENDS. OR ON HOLIDAYS. WITHOUT APPROVAL FROM WELD
COUNTY. A MINIMUM OF 3 1 TAPER OF FILL MATERIAL SHALL BE USED TO FILL ALL DROP-OFFS DURING THESE TIMES.
11. ALL DRUMS SHALL BE MOVED TO THE OUTSIDE EDGE OF THE ROADWAY AT NIGHT. ON WEEKENDS, OR ON HOLIDAYS, UNLESS OTHERWISE
APPROVED BY WELD COUNTY.
12. FLAGGER SYMBOL SIGNS SHALL BE INSTALLED AND FLAGGERS SHALL BE UTILIZED AS DEEMED NECESSARY.
13. CHANNELIZING DEVICES SHALL BE REFLECTIVE DRUMS.
14. ALL DELINEATORS SHALL BE INSTALLED ON CARSONITE POSTS.
SURVEY NOTES
PROPERTY AND RIGHT OF WAY BOUNDARIES ARE APPROXIMATE BASED ON PLATTED INFORMATION. ALL PROPERTY AND RIGHT OF WAY
MARKERS ARE TO BE SURVEYED PRIOR TO DISTURBANCE OF ANY PROPERTY CORNER. CONTRACTOR MUST NOTIFY ENGINEER FOR
VERIFICATION OF MONUMENT.
2. BENCHMARK INFO
3, ALL BASE MAPPING AND SURVEY INFORMATION WAS PROVIDED BY KING SURVEYORS, WITH THE MOST RECENT BASE MAP DATED DECEMBER
2019.
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Carly Koppes Clerk and Recorder. Weld County: CO
3/25/2020 4 4-' 49 r'M - FORTCOLLINS\PROJECTS\T-Z\WASTE MANAGEMENT\117-2402273 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\G001 NOTES -LEGENDS -ABBREVIATIONS. DWG - WEATHERL
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GRADING AND EROSION CONTROL NOTES:
1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED BY THE ENGINEER. INSPECTOR
OR CDOT.
2. A STATE ISSUED STORMWATER CONSTRUCTION PERMIT AND SWMP (STORM WATER MANAGEMENT PLAN) WILL BE REQUIRED AND
MUST BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. THE SWMP IS HELD BY THE OWNER AND A COPY SHALL BE
SUPPLIED TO THE CONTRACTOR.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION DUE TO
RUNOFF. AS WELL AS VEHICLE TRACKING. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL
EROSION CONTROL FACILITIES SHOWN IN DRAWINGS OR AS MODIFIED BY CONTRACTOR BASED ON FIELD CONDITIONS.
ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL. PRIOR TO ANY OTHER EARTH -DISTURBING
ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES, AROUND
WHICH THEY ARE BASED. BECOME OPERATIONAL.
ANY EROSION CONTROL FACILITY DAMAGED OR DESTROYED PREMATURELY BY ANY MEANS. SHALL BE IMMEDIATELY REPAIRED BY
THE CONTRACTOR.
THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING NATURAL AND MANMADE
DRAINAGE'S DURING ALL DEMOLITION, EXCAVATION. TRENCHING, BORING. GRADING OR OTHER CONSTRUCTION OPERATIONS THAT
ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO
ADJACENT WATERWAYS. WETLANDS, ETC.. RESULTING FROM WORK DONE AS PART OF THIS PROJECT.
THE CONTRACTOR SHALL LOCATE INSTALL AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY -BEST MANAGEMENT
PRACTICES- AS INDICATED IN THE STORMWATER MANAGEMENT PLAN AND SHOWN ON THE EROSION CONTROL PLANS.
8. THE CONTRACTOR. GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE NO SPILLAGE OF ALL LOADS OF CUT
AND FILL MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. ALL LOADS OF MATERIAL IMPORTED AND EXPORTED SHALL BE
PROPERLY COVERED TO PREVENT LOSS ONTO PUBLIC ROADS,
9. WHERE TOPSOIL IS PLACED IT SHALL BE INSTALLED WITH THE TOP OF THE TOPSOIL SURFACE SET AT FINISH GRADE.
10. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL IMPLEMENT ALL MEASURES THAT IT DETERMINES ARE NECESSARY. AND MEET THE REQUIREMENTS OF THE
STATE STORMWATER DISCHARGE PERMIT.
11. NEGATIVE IMPACTS TO DOWNSTREAM AREAS CAUSED BY CONSTRUCTION TO BE MONITORED AND CORRECTED BY THE CONTRACTOR.
ANY OFF -SITE CLEANUP. DIRECTED BY THE ENGINEER. INSPECTOR OR CDOT (INCLUDING STREET CLEANING), SHALL BE COMPLETED
WITHIN 24 HOURS OF WRITTEN INSTRUCTION. OR RISK CONSTRUCTION STOPPAGE.
12. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" ("BMP") SHALL BE MAINTAINED AND KEPT IN GOOD
REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY
AND AFTER SIGNIFICANT PRECIPITATION EVENTS, ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY
MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF
THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP.
13. WATER USED IN THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PRE -DEFINED, BERMED
CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY
CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED
CEMENT WASTE SHALL BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A PRE -DEFINED BERMED
CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE. OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR
ESTABLISHING A CONTAINMENT AREA. PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL
CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH &
ENVIRONMENTS TRAINING VIDEO ENTITLED "BUILDING FOR A CLEANER ENVIRONMENT READY MIX WASHOUT TRAINING'. AND ITS
ACCOMPANYING MANUAL ENTITLED. -READY MIX WASHOUT GUIDEBOOK, VEHICLE AND EQUIPMENT WASHOUT AT CONSTRUCTION
SITES: THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED.
INFORMATION ABOUT. OR COPIES OF THE VIDEO AND TRAINING MANUAL ARE AVAILABLE FROM THE WATER QUALITY CONTROL
DIVISION. COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT. 4300 CHERRY CREEK DRIVE SOUTH. DENVER, COLORADO
80222-1530,303-692.3555.
14. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND
OTHER MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS
ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS REQUIRED IN ORDER TO MINIMIZE DUST.
15. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY DISTURBED AREAS ARE
SUFFICIENTLY STABILIZED IN THE OPINION OF THE PROJECT ENGINEER AND CDOT TO MINIMIZE EROSION POTENTIAL.
16. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP
AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES AND TO RESTORE THE AREA TO
NATURAL CONDITION.
17, ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED GEOTECHNICAL ENGINEER,
ALL TEST RESULTS SHALL BE MADE AVAILABLE TO THE PROJECT ENGINEER AND WELD COUNTY. THE CONTRACTOR SHALL PROVIDE
ALL GEOTECHNICAL TESTING REQUIRED FOR THE PROJECT.
18 NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHERE EVER POSSIBLE. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO AVOID DAMAGE TO EXISTING FOLIAGE THAT LIES IN THE PROJECT AREA, UNLESS DESIGNATED FOR REMOVAL
CONTRACTOR SHALL BE LIABLE FOR SUCH DAMAGE AT HIS/HER EXPENSE.
19. TOPSOIL SHALL BE STOCKPILED ON THE WASTE MANAGEMENT SITE FOR USE ON AREAS TO BE REVEGETATED.
20. THERE SHALL BE NO EARTH DISTURBANCE OUTSIDE THE LIMIT OF DISTURBANCE DESIGNATED ON THESE PLANS.
21. SOILS THAT WILL BE STOCKPILED FOR MORE THAT 30 DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN 14 DAYS
OF STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE
FOLLOWING MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATION. CHEMICAL SOIL STABILIZER APPLICATION (REQUIRED
PRIOR APPROVAL). OR EROSION CONTROL MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF DRAINAGEWAY.
ADDITIONAL SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED.
22. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP
AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND OTHER PUBLIC FACILITIES. AND TO RESTORE THE AREA TO
NATURAL CONDITIONS.
23. ALL AREAS DISTURBED BY CONSTRUCTION THAT AREN'T PAVED SHALL BE REVEGETATED WITH NATIVE SEED MIX AND A MINIMUM OF
4- TOPSOIL INSTALLED BELOW FINAL GRADE.
UTILITY NOTES
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE AND UTILITY LOCATIONS WITH ALL UTILITY COMPANIES.
2. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY ELEVATIONS AND LOCATIONS OF ALL UTILITIES AT CULVERTS.
POTHOLE INFORMATION SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO COMMENCING WITH ANY EXCAVATION.
DRAINAGE OR GRADING WORK.
GEOTECHNICAL NOTES
1. THE BASE OF FILLS SHOULD BE SCARIFIED AT LEAST 8 INCHES DEEP. MOISTURE CONDITIONED OR DRIED TO WITHIN 2 PERCENT OF
OPTIMUM MOISTURE CONTENT. PROCESSED TO A UNIFORM CONDITION. AND THEN COMPACTED TO AT LEAST 95 PERCENT OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (AASHTO T99).
2. IF SOFT. UNSUITABLE. OR YIELDING MATERIALS (OR AREAS) ARE ENCOUNTERED DURING THE PROCESS DESCRIBED IN NOTE 1. THIS
MATERIAL SHOULD BE REMOVED AND REPLACED WITH SUITABLE FILL.
3. IF ENCOUNTERED DURING CONSTRUCTION. SOILS UNSUITABLE FOR PLACEMENT AS FILL SUCH AS WEATHERED CLAYSTONE SOILS OR
THOSE CONTAINING ORGANIC MATERIALS, CAN BE PLACED IN TOES OF SLOPES OR IN AREAS WHERE PAVEMENTS AND OTHER
STRUCTURES WILL NOT BE CONSTRUCTED.
4. ALL VISIBLE DEBRIS OR OTHER DELETERIOUS OR ORGANIC MATERIALS OBSERVED DURING CONSTRUCTION SHOULD BE REMOVED.
5. PROPERTIES OF THE FILL WILL AFFECT THE PERFORMANCE OF THE PAVEMENT. SANDY SOILS USED AS FILL SHOULD BE MOISTENED
TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. CLAY FILL SOILS SHOULD BE MOISTURE TO BETWEEN 1 PERCENT BELOW
OPTIMUM AND 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT.
6. FILL SHOULD BE MOISTURE CONDITIONED. PLACED IN THIN. LOOSE LIFTS (8 INCHES OR LESS) AND COMPACTED PER SPECIFICATIONS.
FILL PLACEMENT AND COMPACTION ACTIVITIES SHOULD NOT BE CONDUCTED WHEN THE FILL MATERIAL OR SUBGRADE IS FROZEN.
PAVEMENT NOTES:
1 NEW PAVEMENT SHALL MEET SMOOTHNESS CATEGORY MRI 2.
2. FOR PRELIMINARY PLAN (QUANTITIES OF PAVEMENT MATERIALS THE FOLLOWING RATES OF APPLICATION WERE USED
TACK COAT EMULSIFIED ASPHALT
HOT MIX ASPHALT (HMA)
AGGREGATE BASE COURSE CLASS 6
0.1 GALSJSQ. YD. (DILUTED AND UNDILUTED)
la 110 LBSJSQ. YD./INCH
133 LBSJCU. FT.
3 A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED TO IMPROVE BOND AT THE FOLLOWING LOCATIONS
a BEFORE PLACING NEW PAVEMENT OVER EXISTING PAVEMENT.
b ALONG THE FACE OF ALL CURBS. GUTTERS, MANHOLES. ADJACENT EXISTING PAVEMENT. AND OTHER SURFACES AGAINST
WHICH ASPHALT WILL BE PLACED.
c. BETWEEN PAVEMENT COURSES WHEN ORDERED BY THE ENGINEER.
DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 -PART EMULSIFIED ASPHALT AND 1 -PART WATER THIS SHALL
NOT BE PAID FOR SEPARATELY. BUT SHALL BE INCLUDED IN THE COST OF ITEM 403, HOT MIX ASPHALT (HMA).
THE CONTRACTOR SHALL SUBMIT A PAVING SCHEDULE TO THE ENGINEER AT LEAST 5 WORKING DAYS PRIOR TO THE PRE -PAVING
CONFERENCE. PAVING SHALL NOT BEGIN UNTIL THE SCHEDULE HAS BEEN ACCEPTED IN WRITING BY THE ENGINEER.
6. PRIOR TO PLACING HOT MIX ASPHALT. THE PAVED SURFACE SHALL BE SWEPT AND CLEANED. THIS WORK WILL BE PERFORMED BY A
PICKUP BROOM. THIS WILL NOT BE PAID FOR SEPARATELY. BUT SHALL BE INCLUDED IN THE COST OF THE HOT MIX ASPHALT
PAVEMENT ITEMS.
ANY LAYER OF HMA THAI IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED TO THE FULL AVAILABLE WIDTH WITHIN
EACH PHASE OF CONSTRUCTION BEFORE A SUCCEEDING LAYER IS PLACED. DILUTED TACK COAT SHALL BE USED BETWEEN EXISTING MAT AND
NEW PAVEMENT, AND BETWEEN NEW PAVEMENT COURSES.
8. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED FULL DEPTH TO A NEAT VERTICAL LINE
USING A PAVEMENT CUTTING SAW OR OTHER METHOD AS APPROVED BY THE ENGINEER. THE WORK WILL NOT BE MEASURED AND PAID FOR
SEPARATELY, BUT WILL BF INC( UDFD IN THE RFMOVAI OF ASPHALT MAT ITEM. PRIOR TO PLACING TACK COAT OR HOT MIX ASPHALT AGAINST
VERTICAL EDGES, THE PAVED SURFACE SHALL BE CLEAN SWEEPING OR OTHER CLEANING METHODS MAY BE REQUIRED AND WILL NOT BE PAID
FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.
9 DEPTH OF RECONDITIONING AND MOISTURE -DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS:
a FULL DEPTH OF ALL EMBANKMENTS
b. FULL DEPTH FOR AGGREGATE BASE COURSE
c 6 INCHES FOR BASES OF CUTS AND FILLS
10. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS
SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. WATER REQUIRED FOR
COMPACTION WILL BE CONSIDERED AS SUBSIDIARY TO THAI OPERATION, WILL BE PROVIDED BY THE
CONTRACTOR, AND WILL NOT BE PAID FOR SEPARATELY.
11. ON WCR 25 THE TOP LIFT OF HMA IS REQUIRED TO BE VIRGIN ASPHALT MIX. THE BOTTOM LIFT OF HMA IS ALLOWED TO BE RAP.
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SUMMARY OF APPROXIMATE QUANTITIES
BID ITEM NO.
CONTRACT ITEM NO
CONTRACT ITEM
UNIT
QUANTITY
1
201-0000
CLEARING AND GRUBBING
LS
2
20200035
REMOVAL OF PIPE
LF
3
202-7???'
REMOVAL OF ASPHALT
SY
4
202-00240
REMOVAL OF ASPHALT MAT (PLANING)
SY
5
202-00810
REMOVAL OF GROUND SIGN
EA
6
202-01000
REMOVAL OF FENCE
LF
7
203-00010
UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE)
CY
8
203-01597
POTHOLING
HR
9
207-00205
TOPSOIL
CY
10
208-00002
EROSION LOG (12 INCH)
LF
11
208-00020
SILT FENCE
LF
12
208-00045
CONCRETE WASHOUT STRUCTURE
EA
13
208-00070
STABILIZED CONSTRUCTION ENTRANCE
EA
14
210-00010
RESET MAILBOX STRUCTURE
EA
15
201-00810
RESET GROUND SIGN
EA
16
212-00005
SEEDING (NATIVE)
AC
17
213-00011
MULCHING (HYDRAULIC)
AC
18
216-00037
SOIL RETENTION BLANKET (COCONUT) (BIODEGRADABLE CLASS 2)
SY
19
216-00301
TURF REINFORCEMENT MAT (CLASS 1)
SY
20
304-06000
AGGREGATE BASE COURSE (CLASS 6)
TON
21
403-33841
HOT BITUMINOUS PAVEMENT (GRADING 5) ((100) (PG 64-22)] WILL CHANGE
TON
22
403-34851
HOT BITUMINOUS PAVEMENT (GRADING SX) ((100) (PG 64-28)] WILL CHANGE
TON
23
506-00209
RIPRAP (9 INCH)
CY
24
603-"r"""7
18 INCH REINFORCED CONCRETE PIPE
LF
25
614-00011
SIGN PANEL (CLASS I)
SY
26
614-00012
SIGN PANEL (CLASS II)
SY
27
620-00002
FIELD OFFICE (CLASS 2)
EA
28
620-00020
SANITARY FACILITY
EA
29
625-00000
CONSTRUCTION SURVEYING
LS
30
626-00000
MOBILIZATION
LS
31
627-00005
EPDXY PAVEMENT MARKINGS
GAL
32
627-30405
PREFORMED THERMOPLASTIC PAVEMENT MARKING (WORD -SYMBOL)
SF
33
630-00000
FLAGGING
HR
34
630-00007
TRAFFIC CONTROL INSPECTIONS
DAY
35
630-00012
TRAFFIC CONTROL MANAGEMENT
DAY
36
630-80336
BARRICADE (TYPE 3 M -B) TEMPORARY
EA
37
630-80341
CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A)
EA
38
630-80342
CONSTRUCTION TRAFFIC SIGN (PANEL SIZE B)
EA
39
630-80360
DRUM CHANNELIZING DEVICE
EA
40
630-80363
DRUM CHANNELIZING DEVICE (WITH LIGHT) (FLASHING)
EA
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3/25/2020 4 49 04 PM - V \FORTCOLLINS\PROJECTS\T-Z\WASTE MANAGEMENT\117-2402273 - WM-WCR 25 IMPROVEMENTS\07-CADISHEETFILES\SURVEY CONTROL PLAN.DWG - WEATHERL
4616849 Pages: 21 of 48
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Carly Koppes, Clerk and Recorder, Weld County; CO
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CP-7006
SET #4 REBAR
WITH 2" ALUMINUM CAP
N 1455728.06
E 3186452.35
EL5128.3/
10+00 11+00
F- I
HIGHWAY 14
12+00 L1 13+00
I I I
15'
PROPOSED
ROW
CP-WCR25
SET #4 REBAR
WITH 2' ALUMINUM CAP
N. 1456063.13
E 3186403.65
EL: 5125.40
STATE HIGHWAY 14 ROW
DEPARTMENT OF HIGHWAYS BOOKS 1483. PAGE 93
-
SECTION 12. T.7N.. R.67W.
REBECCA LYNN SCHNEIDER
070512400013
30' ROW
14+00 15+00 15+00 17+00
L5
WCR 25 CENTERLINE ALIGNMENT TABLE
NUMBER
LENGTH
LINE/CHORD DIRECTION
START NORTHING
END NORTHING
& EASTING
& EASTING
N 1455789.25
N 1456363.63
L 1
574 a0'
NO' 27 58.80-W
E 3186443.41
E 3186438.73
N 1456363.63
N: 1456724.51
L2
360.85'
NO' 21' 27 71"W
E 3186438.73
E: 3186436 48
N 1456724.51
N: 1457029.20
L3
304 7 I'
NO' 36' 42.83"W
E 3186436.48
E: 3186433.23
CULVERT 1 CENTERLINE ALIGNMENT TABLE
NUMBER
LENGTH
LINE/CHORD DIRECTION
START NORTHING
END NORTHING
& EASTING
& EASTING
N 1456030.57
N 1456193.23
L4
1 r 3 53
N20' 23' 46.30'W
E 3186562.24
E: 3186501.76
L5
10.00'
N31" 24' 42.02"W
N 1456193.23
N 1456201.76
E 3186501.76
E 3186496.55
F-
SI SP
L2 18+30
WELD COUNTY ROAD 25
30' ROW PER USAGE
AND BOOK 86 PAGE 273
WASTE MANAGEMENT CORP
070707000008
SECTION 7. T.7N.. R.66W.
SURVEY NOTES:
-4
19+00 20.00
VERTICAL DATUM
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
VERTICAL CONTROL ESTABLISHED WITH TRIMBLE VRS NETWORK SOLUTION.
HORIZONTAL DATUM
COLORADO STATE PLANE NORTH ZONE COORDINATES NAD 83(2011) DATUM.
HORIZONTAL CONTROL ESTABLISHED WITH TRIMBLE VRS NETWORK SOLUTION.
L3 21+00
CP-10001
SET #4 REBAR
7 WITH 2 ALUMINUM CAP
N 145680.76
E: 3186459.97
EL 5140.82
1
NOTE
1. THIS DRAWING IS AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES SCALE AT 0.99973537 (1.00026470) ABOUT THE
ORIGIN 0.0.
2. ALL PROPERTY PINS INTERSECTION MONUMENTS. AND SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST BE REFERENCED
AND REPLACED UNDER THE SUPERVISION OF A LICENSED SURVEYOR.
3. THIS AUTOCAD DRAWING CONTAINS INFORMATION THAT IS NOT VISIBLE ON THE PLOTTED COPY. TO OBTAIN ALL THE INFORMATION THAT IS
AVAILABLE IN THIS DRAWING. ALL THE AUTOCAD LAYERS MUST BE TURNED ON AND THAWED.
CP-GRASS
SEI #4 REBAR
WITH 2" ALUMINUM CAP
N 1457106.72
E 3186405.13
Fl 5139.79
4. THE SIZE. TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK
BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
5. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE
ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.
6. ANY LOT LINES. RIGHTS OF WAY OR EASEMENTS SHOWN ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON FOR FUTURE
IMPROVEMENTS.
22+00 22+40
50' 100
SCALE 1" = 100'
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Copyright Tetra Tech
4616849 Pages: 22 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder.. Weld County, CO
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3/25/2020 4 50 06 PM - VIFORTCOWNS\PROJECTS\T-Z\WASTE MANAGEMENT1117-2402273 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\TYPICAL ROAD SECTIONS.DWG - WEATHERL, LAURA
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MILL AND OVERLAY
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5.5" EXST HMA
EXST HMA
EXST ABC
EXST
SUBGRADE I / , I suSGRADE
NEW HMA SURFACE COURSE
SHALL OVERLAP EXISTING EDGE
OF PAVEMENT WEST 6'
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EXISTING 60' ROW
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3.1 SLOPE. TIE TO
EXISTING GRADE
2' HMA SURFACE COURSE
(GRADING SX(75)) PG 64-28
4' HMA (GRADING S(75)) PG 84-22
NEW 80"ABC
NEW COMPACTED
NOTE:
1.
SAWCUT
CONTRACTOR SHALL APPLY A BITUMINOUS TACK
COAT WHERE NEW HMA PAVEMENT ABUTS
EXISTING HMA PAVEMENT.
CONNECTION BETWEEN
0 NEW & EXISTING PAVEMENT
r.. N
2' HMA (GRADING SX(75)) PG 64-28
4' HMA (GRADING 8(75)) PG 84-22
8.0' ABC (CLASS 6)
OUTSIDE EDGE OF -
SHOULDER
WCR 25 ASPHALT
SAFETY EDGE PAVEMENT DETAIL
60"
RIGHT-OF-WAY
1O GRAVEL
SHOULDER
SAFETY EDGE
1.0'
PAVED
SHOULDER
12.0'
-2.0%
17.0'
SB LEFT T RN LANE
12.0'
4.0' PAVED
SHOULDER
12.0'
2' GRAVEL
SHOULDER
HIGHWAY
CENTERLINE
-2.0% -2 0%
NB THROUGH LANE
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VCR 25 - TYPICAL SECTION NOTE: NEW PAVEMENT SECTION ENDS AT STA 14+00.
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SCALE 1'•1..r
1.0' GRAVEL
SHOULDER
SAFETY EDGE
3:1 SLOPE. TIE TO
EXISTING GRADE
SCALE NTS
6.0"
1.0'
PAVED
SHOULDER
12.0'
SB RIGHT TURN LAO'
PAVEMENT
CONNECTION
SLOPE
VARIES
EXST ASPHALT HMA
EXST ABC
REMOVAL OF ASPHALT MAT
(PLANING) AND OVERLAY
EXST GRADE AT EXST HIGHWAY
CENTERLINE
1O PAVED
SHOULDER
12.0'
SB LEFT TURN LANE I NB THROUGH LANE
HIGHWAY
CENTERLINE
SLOPE
ARIES
12Lo'
PAVEMENT
CONNECTION
HMA (SEE DETAIL 2 - SHEET C-101)
ABC (SEE DETAIL 2 - SHEET C-101)
SURFACE COURSE
(SEE DETAIL 2 - SHEET C-101)
VCR 25 - TYPICAL SECTION
STA 14+40.18 TO 15+69.12
SCALE I'•II4'
1.0' GRAVEL
SHOULDER
SAFETY EDGE
15' TO 7 TRANSITION DITCH AT STA 14+85 TO 15+10
FROM 15" TO 7"
NOTES:
1.
3:1 SLOPE, TIE TO
EXISTING GRADE
HMA AND ABC PAVEMENT THICKNESSES ARE PER
RECOMMENDATIONS IN THE REPORT.
3:1 SLOPE. TIE TO
EXISTING GRADE
2. IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE, AN
R40 STRUCTURAL FILL SHALL BE USED.
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4616849 Pages: 23 of 48
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Carly Koppes, Clerk and Recorder; Weld County. CO
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EXST GRADE AT EXST HIGHWAY
CENTERLINE
LEFT TURN LANE TAPERS
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1.0' PAVED
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EXISTING 60' ROW
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SHOULDER
SAFETY EDGE
7' (MIN)
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ABC (SEE DETAIL 2 - SHEET C-101)
SURFACE COURSE
(SEE DETAIL 2 - SHEET C-101)
SAFETY EDGE
3:1 SLOPE. TIE TO
EXISTING GRADE
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SAFETY EDGE
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EXISTING GRADE
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ABC (SEE DETAIL 2 - SHEET C-101)
SURFACE COURSE
(SEE DETAIL 2 - SHEET C-101)
NOTE: NB 330' TAPER LANE ENDS AT STA. 18+99.12
3:1 SLOPE. TIE TO
EXISTING GRADE
NOTES:
1. HMA AND ABC PAVEMENT THICKNESSES ARE PER
RECOMMENDATIONS IN THE REPORT..
2. IF EMBANKMENT FILL IS REQUIRED TO ACHIEVE GRADE, AN
R40 STRUCTURAL FILL SHALL BE USED.
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WELD COUNTY ROAD 25
30' ROW PER
USAGE AND BOOK
86, PAGE 273
MAILBOX
WASTE MANAGEMENT
SIGN
WASTE MANAGEMENT
NOW HIRING SIGN
18" RCP
INV= 5121.99
FES= 5122.18
STATE HIGHWAY 14 ROW
DEPARTMENT OF HIGHWAYS BOOKS 1483, PAGE 93
18" RCP
INV= 5123.00
FES= 5123.00
18' RCP
STORM PIPE
WASTE MANAGEMENT
PRICING SIGN
EXISTING PAVEMENT
AREA (TYP)
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RISER
TELEPHONE
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ELECTRICAL
TRANSFORMER
15' CMP
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15' CMP
INV= 5125.11
15" CMP
INV= 5124.12
FES= 5124.05
WASTE MANAGEMENT CORP
070707000008
SECTION 7, T.7N.. R.66W.
WV
RIM= 5128.54
NUT= 5123.32
WV
RIM= 5128.65
NUT= 5124.00
FINISHED
FLOOR = 5129.30
SECTION 12. T.7N.. R.67W.
REBECCA LYNN SCHNEIDER
070512400013
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POSTS
GARAGE FINISHED
FLOOR = 5129.33
, POSTS
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PROJ. 117-2402273
DRWN: L.WEATHERL
4616849 Pages: 25 of 48
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Carly Koppes: Clerk and Recorder. Weld County. CO
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1. REMOVAL OF ASPHALT MAT (PLANING) TO OCCUR ON EXISTING
PAVEMENT WIDTH OF VCR 25. PLANING DEPTH WILL FOLLOW
THE EXISTING PAVEMENT CROSS SLOPE.
2. SAWCUT THE EXISTING PAVEMENT 2 FOOT INWARD FROM THE
EXISTING EDGE OF PAVEMENT ON THE EAST SIDE OF VCR 25.
REMOVE THE FULL WIDTH OF THE 2 FOOT WIDE PAVEMENT
SECTION.
REMOVE EXISTING
PAVEMENT
DOUBLE YELLOW STRIPE
x
REMOVE
AND RESET /
MAILBOX
PLUG AND
ABANDON IN
PLACE
18' RCP
INV- 5121.99
FES■ 5122.18
CP-WCR25
SET R4 REBAR
WITH 2' ALUMINUM CAP
REMOVE AND RELOCATE
WATERLINE RISER
18" RCP
INV- 5123.00
FES- 5123.00
ABANDON IN PLACE
18" RCP
STORM PIPE
WASTE MANAGEMENT
PRICING SIGN
WASTE MANAGEMENT
5
6
EXISTING PAVEMENT
AREA (TYP) (SEE NOTE 1)
a a
REMOVE AND
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SAWCUT EXISTING ASPHALT
(TYP) (SEE NOTE 2)
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ITEMS TO BE REMOVED AND/ OR RELOCATED
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4616849 Pages: 27 of 48
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WELD COUNTY ROAD 25
NOTES:
REMOVAL OF ASPHALT MAT (PLANING) TO OCCUR ON EXISTING
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THE EXISTING PAVEMENT CROSS SLOPE.
2. SAWCUT THE EXISTING PAVEMENT 2 FOOT INWARD FROM THE
EXISTING EDGE OF PAVEMENT ON THE EAST SIDE OF WCR 25.
REMOVE THE FULL WIDTH OF THE 2 FOOT WIDE PAVEMENT
SECTION.
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4616849 Pages: 28 of 48
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WELD COUNTY ROAD 25
STATE HIGHWAY 14 ROW
DEPARTMENT OF HIGHWAYS BOOKS 1483, PAGE 93
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CULVERT 1
SECTION 12, T.7N., R.67W.
REBECCA LYNN SCHNEIDER
070512400013
222' TOTAL TAPER LENGTH (18.5 1)
330' TOTAL NB REDIRECT TAPER LENGTH (55:1)
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Bar Measures 1 inch. otherwise drawing not to scale
Copyright Tetra Tech
4616849 Pages: 29 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County, CO
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3/252020 4:52.47 PM - V.\FORTCOLLINS\PROJECTS\T-Z\WASTE MANAGEMENT\117-2402273 - MA-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILES\ROAD LAYOUT
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STA 10+43.59
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SECTION 12. T.7N.. R.67W.
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070512400013
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STA 15+69.12
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86. PAGE 273
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4616849 Pages: 30 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes. Clerk and Recorder, Weld County, CO
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CHKD
C-109
Bar Measures 1 inch otherwise drawing not to scale
Copyright Tetra Tech
4616849 Pages: 31 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes. Clerk and Recorder. Weld County, CO
4 52 50 PM - V: FORTCOLUNS\PROJECTS\T-Z\WASTE MANAGEMENTI1 17-2402273 - WM-WCR 25 IMPROVEMENTS\07-CAD\SHEETFILESUNTERSECTION DETAILS.DWG - WEATHERL. LAURA
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Copyright Tetra Tech
4616849 Pages: 32 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County, CO
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PAGE 273
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4616849 Pages: 33 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County, CO
3/25/2020 4 53 34 PM - V 1FORTCOWNSIPROJECTSIT-ZIWASTE MANAGEMENT\117-2402273 - WM-V CR 25 IMPROVEMENTS107-CADISHEETFILESIGRADING PLAN. DWG - WEATHERL, LAURA
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Bar Measures 1 inch otherwise drawing not to scale
PROJ 117-2402273
DRWN: L.WEATHERI
C-112
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4616849 Pages: 34 of 48
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Carly Koppes, Clerk and Recorder. Weld County; CO
3/25/2020 4 53 35 PM - V: FORTCOLLINSIPROJECTSIT-Z\WASTE MANAGEMENT1117-2402273 - WM-WCR 25 IMPROVEMENTS\07-CADISHEETFILESIGRADING PLAN.DWG - WEATHERL, LAURA
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4616849 Pages: 35 of 48
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Carly Koppes; Clerk and Recorder, Weld County, CO
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PROJ: 117-2402273
C-114
3/258020 4:54:56 PM - V 1FORTCOWNSIPROJECTSIT-Z\WASTE MANAGEMENT` 117-2402273 - WM-WCR 25 IMPROVEMENTSt07-CADISHEETFILES\EROSION CONTROL.DWG - WEATHERL
4616849 Pages: 36 of 48
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Carly Koppes, Clerk and Recorder; Weld County, CO
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4616849 Pages: 44 of 48
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4616849 Pages: 47 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County; CO
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4616849 Pages: 48 of 48
08/06/2020 10:29 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County; CO
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Contract Form
Entity Information
New Contract Request
Entity Name* Entity ID*
WASTE MANAGEMENT DISPOSAL @00000870
SERVICES OF COLORADO.. INC.
❑ New Entity?
Contract Name* Contract ID
OFFSIA20-0004 USR18-0065 WASTE MANAGEMENT 3985
DISPOSAL SERVICES OF COLORADO. INC.
Contract Status
CTB REVIEW
Contract Lead*
DRANDERSON
Contract Lead Email
dranderson@coweld co us
Parent Contract ID
Requires Board Approval
YES
Department Project #
Contract Description *
OFFSIA20-0004 USR18-0065 WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO, INC. $623,247.39 COLLATERAL
REQUIRED AND SUBMITTED IN THE FORM OF PERFORMANCE BOND #UCX1197283
Contract Description 2
Contract Type*
AGREEMENT
Amount
$623,247.39
Renewable*
NO
Automatic Renewal
Grant
Department
PUBLIC WORKS
Department Email
CM-
Publicb^Works@weldgov corn
Department Head Email
CM-PuNicWorks-
DeptHead@weldgov.com
County Attorney
BOB CHOATE
Requested BOCC Agenda
Date*
08/05/2020
Due Date
08/01/2020
Will a work session with BOCC be required?*
NO
Does Contract require Purchasing Dept. to be included?
NO
County Attorney Email
IGA BCHOATE@CO.WELD.CO.US
If this is a renewal enter previous Contract ID
If this is part of a MSA enter MSA Contract ID
Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in
Onaase
Contract Dates
Effective Date
Termination Notice Period
Review Date*
07/29/2021
Renewal Date
Committed Delivery Date Expiration Date*
08/05/2021
Contact Information
Contact Info
Contact Name
Purchasing
Purchasing Approver
Approval Process
Department Head
ELIZABETH RELFORD
DH Approved Date
07130/2020
Final Approval
BOCC Approved
YES
BOCC Signed Date
D8/0312020
BOCC Agenda Date
08/03/2020
Originator
DRANDERSON
Contact Type Contact Email
Finance Approver
BARB CONNOLLY
Contact Phone 1 Contact Phone 2
Purchasing Approved Date
Finance Approved Date
07/31)2020
Tyler Ref I
2020-2362
Legal Counsel
BOB CHOATE
Legal Counsel Approved Date
07131,2020
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